V. Response Spectrum Using Element Offset
Validate the response spectrum analysis results using element offsets with a similar model that uses control-dependent connections.
Details
A 2 story building with overall dimensions of 20 m in the global X direction and 8 m in the global Z direction is modelled in STAAD.Pro.
A custom defined response spectrum loading containing time-acceleration pairs along global X, Z, & Y directions is used for the loading.
Validation
The model is generated with two different approaches to include the effect on
the plate offsets. The first approach is to use the ELEMENT OFFSET
command
wherein offset distances are directly assigned to corner joints of the plate without any need
to manually compute coordinates for offset joints. The second approach is to use
control-dependent specification instead with rigid connections between offset joints of the
plate & beam-column junction for load transfer. In the control-dependent approach, one must
note that coordinates for plate offset joints need to be manually computed.
Results for the model created with ELEMENT OFFSET
command
should be identical with the model created with control-dependent approach. Hence results from
control-dependent approach are treated as reference values against which results from model
with element offset command will be compared.
Results
Mode Number | Control-Dependent Method (Reference) | Element Offset Method | Difference | Comments |
---|---|---|---|---|
1 | 3.299 | 3.299 | none | |
2 | 4.513 | 4.513 | none | |
3 | 8.747 | 8.747 | none | |
4 | 10.076 | 10.076 | none | |
5 | 12.601 | 12.601 | none | |
6 | 32.152 | 32.152 | none | |
7 | 67.750 | 67.750 | none | |
8 | 67.990 | 67.990 | none | |
9 | 68.843 | 68.843 | none | |
10 | 70.679 | 70.679 | none | |
11 | 71.621 | 71.621 | none | |
12 | 71.712 | 71.712 | none | |
13 | 73.050 | 73.050 | none | |
14 | 75.299 | 75.299 | none | |
15 | 78.879 | 78.879 | none | |
16 | 85.007 | 85.007 | none | |
17 | 91.029 | 91.029 | none | |
18 | 91.989 | 91.989 | none | |
19 | 92.101 | 92.101 | none | |
20 | 92.960 | 92.960 | none | |
21 | 93.797 | 93.797 | none | |
22 | 94.286 | 94.286 | none | |
23 | 95.411 | 95.411 | none |
Quantity | Control-Dependent Method (Reference) | Element Offset Method | Difference | Remarks |
---|---|---|---|---|
X Translation (cm) | 0.0014 | 0.0014 | none | |
Y Translation (cm) | 0.0152 | 0.0152 | none | |
Z Translation (cm) | 6.7039 | 6.7039 | none | |
X Rotation (radians) | 0.0007 | 0.0007 | none | |
Y Rotation (radians) | 0.0000 | 0.0000 | none | |
Z Rotation (radians) | 0.0001 | 0.0001 | none |
Quantity | Control-Dependent Method (Reference) | Element Offset Method | Difference | Remarks |
---|---|---|---|---|
FX (kN) | 69.83 | 69.83 | none | |
FY (kN) | 54.99 | 54.99 | none | |
FZ (kN) | 12.43 | 12.43 | none | |
MX (kN·m) | 25.85 | 25.85 | none | |
MY (kN·m) | 0.02 | 0.02 | none | |
MZ (kN·m) | 210.76 | 210.76 | none |
Quantity | Control-Dependent Method (Reference) | Element Offset Method | Difference | Remarks | |
---|---|---|---|---|---|
Node 23 | FX (kN) | 15.56 | 15.56 | none | |
FY (kN) | 0.17 | 0.17 | none | ||
FZ (kN) | 0.07 | 0.07 | none | ||
MX (kN·m) | 0.00 | 0.00 | none | ||
MY (kN·m) | 0.15 | 0.15 | none | ||
MZ (kN·m) | 0.39 | 0.39 | none | ||
Node 24 | FX (kN) | 15.56 | 15.56 | none | |
FY (kN) | 0.17 | 0.17 | none | ||
FZ (kN) | 0.07 | 0.07 | none | ||
MX (kN·m) | 0.00 | 0.00 | none | ||
MY (kN·m) | 0.12 | 0.12 | none | ||
MZ (kN·m) | 0.31 | 0.31 | none |
STAAD.Pro Input
Input using the ELEMENT OFFSET
method:
The file C:\Users\Public\Public Documents\STAAD.Pro 2024\Samples \Verification Models\04 Plates Shells\Response Spectrum Using Element Offset.STD is typically installed with the program.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Mar-21
END JOB INFORMATION
INPUT WIDTH 79
SET PRINT 17
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 4 0; 3 5 4 0; 4 5 0 0; 5 10 4 0; 6 10 0 0; 7 15 4 0; 8 15 0 0;
9 20 4 0; 10 20 0 0; 11 0 0 4; 12 0 4 4; 13 5 4 4; 14 5 0 4; 15 10 4 4;
16 10 0 4; 17 15 4 4; 18 15 0 4; 19 20 4 4; 20 20 0 4; 21 0 0 8; 22 0 4 8;
23 5 4 8; 24 5 0 8; 25 10 4 8; 26 10 0 8; 27 15 4 8; 28 15 0 8; 29 20 4 8;
30 20 0 8; 31 0 8 0; 32 5 8 0; 33 10 8 0; 34 15 8 0; 35 20 8 0; 36 0 8 4;
37 5 8 4; 38 10 8 4; 39 15 8 4; 40 20 8 4; 41 0 8 8; 42 5 8 8; 43 10 8 8;
44 15 8 8; 45 20 8 8;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 3 5; 5 5 6; 6 5 7; 9 7 8; 10 7 9; 13 9 10; 14 2 12;
15 3 13; 16 5 15; 17 7 17; 18 9 19; 19 11 12; 20 12 13; 21 13 14; 22 13 15;
23 15 16; 24 15 17; 27 17 18; 28 17 19; 31 19 20; 32 12 22; 33 13 23; 34 15 25;
35 17 27; 36 19 29; 37 21 22; 38 22 23; 39 23 24; 40 23 25; 41 25 26; 42 25 27;
45 27 28; 46 27 29; 49 29 30; 58 2 31; 59 3 32; 60 5 33; 61 7 34; 62 9 35;
63 12 36; 64 13 37; 65 15 38; 66 17 39; 67 19 40; 68 22 41; 69 23 42; 70 25 43;
71 27 44; 72 29 45; 73 31 32; 74 32 33; 75 33 34; 77 34 35; 79 31 36; 80 32 37;
81 33 38; 82 34 39; 83 35 40; 84 36 37; 85 37 38; 86 38 39; 88 39 40; 90 36 41;
91 37 42; 92 38 43; 93 39 44; 94 40 45; 95 41 42; 96 42 43; 97 43 44; 99 44 45;
ELEMENT INCIDENCES SHELL
50 2 3 13 12; 51 3 5 15 13; 52 5 7 17 15; 53 7 9 19 17; 54 12 13 23 22;
55 13 15 25 23; 56 15 17 27 25; 57 17 19 29 27; 101 31 32 37 36;
102 32 33 38 37; 103 33 34 39 38; 104 34 35 40 39; 105 36 37 42 41;
106 37 38 43 42; 107 38 39 44 43; 108 39 40 45 44;
ELEMENT PROPERTY
50 TO 57 101 TO 108 THICKNESS 0.3
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 6 9 10 13 TO 24 27 28 31 TO 36 38 40 42 46 58 TO 67 73 TO 75 77 -
79 TO 86 88 90 TO 97 99 TABLE ST W12X50
37 39 41 45 49 68 TO 72 TABLE ST W30X90
CONSTANTS
MATERIAL STEEL MEMB 1 TO 6 9 10 13 TO 24 27 28 31 TO 42 45 46 49 58 TO 75 -
77 79 TO 86 88 90 TO 97 99
MATERIAL CONCRETE MEMB 50 TO 57 101 TO 108
SUPPORTS
1 4 6 8 10 11 14 16 18 20 21 24 26 28 30 FIXED
ELEMENT OFFSET
50 101 JT1 0.1 0 0.1
50 101 JT2 0 0 0.1
50 101 JT4 0.1 0 0
54 105 JT1 0.1 0 0
54 105 JT3 0 0 -0.1
54 105 JT4 0.1 0 -0.1
51 102 JT1 0 0 0.1
51 102 JT2 0 0 0.1
55 106 JT3 0 0 -0.1
55 106 JT4 0 0 -0.1
52 103 JT1 0 0 0.1
52 103 JT2 0 0 0.1
56 107 JT3 0 0 -0.1
56 107 JT4 0 0 -0.1
53 104 JT1 0 0 0.1
53 104 JT2 -0.1 0 0.1
53 104 JT3 -0.1 0 0
57 108 JT2 -0.1 0 0
57 108 JT3 -0.1 0 -0.1
57 108 JT4 0 0 -0.1
CUT OFF MODE SHAPE 50
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass TITLE REF LOAD CASE 1
JOINT LOAD
2 3 5 7 9 12 13 15 17 19 22 23 25 27 29 31 TO 45 FX 10 FY -10 FZ 10
END DEFINE REFERENCE LOADS
LOAD 1 LOADTYPE None TITLE RS_X
SPECTRUM SRSS X 1 ACC DAMP 0.05 LIN
0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167;
0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444;
0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963;
0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223;
1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778;
1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815;
1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985;
2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611;
2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321;
2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048;
3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865;
3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942;
3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643;
4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167;
4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167;
4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167;
4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167;
5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167;
5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167;
5.82 2.45167; 5.88 2.45167; 5.94 2.45167;
LOAD 2 LOADTYPE None TITLE RS_Z
SPECTRUM SRSS Z 1 ACC DAMP 0.05 LIN
0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167;
0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444;
0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963;
0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223;
1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778;
1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815;
1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985;
2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611;
2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321;
2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048;
3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865;
3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942;
3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643;
4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167;
4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167;
4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167;
4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167;
5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167;
5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167;
5.82 2.45167; 5.88 2.45167; 5.94 2.45167;
LOAD 3 LOADTYPE None TITLE RS_Y
SPECTRUM SRSS Y 1 ACC DAMP 0.05 LIN
0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167;
0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444;
0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963;
0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223;
1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778;
1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815;
1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985;
2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611;
2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321;
2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048;
3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865;
3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942;
3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643;
4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167;
4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167;
4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167;
4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167;
5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167;
5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167;
5.82 2.45167; 5.88 2.45167; 5.94 2.45167;
PERFORM ANALYSIS PRINT ALL
PRINT ANALYSIS RESULTS
PRINT ELEMENT JOINT STRESSES
FINISH
Input using the Control-Dependent method:
The file C:\Users\Public\Public Documents\STAAD.Pro 2024\Samples \Verification Models\04 Plates Shells\Response Spectrum Using Control Dependent.STD is typically installed with the program.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Mar-21
END JOB INFORMATION
INPUT WIDTH 79
SET PRINT 17
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 4 0; 3 5 4 0; 4 5 0 0; 5 10 4 0; 6 10 0 0; 7 15 4 0; 8 15 0 0;
9 20 4 0; 10 20 0 0; 11 0 0 4; 12 0 4 4; 13 5 4 4; 14 5 0 4; 15 10 4 4;
16 10 0 4; 17 15 4 4; 18 15 0 4; 19 20 4 4; 20 20 0 4; 21 0 0 8; 22 0 4 8;
23 5 4 8; 24 5 0 8; 25 10 4 8; 26 10 0 8; 27 15 4 8; 28 15 0 8; 29 20 4 8;
30 20 0 8; 31 0 8 0; 32 5 8 0; 33 10 8 0; 34 15 8 0; 35 20 8 0; 36 0 8 4;
37 5 8 4; 38 10 8 4; 39 15 8 4; 40 20 8 4; 41 0 8 8; 42 5 8 8; 43 10 8 8;
44 15 8 8; 45 20 8 8; 46 0.1 4 0.1; 47 5 4 0.1; 48 10 4 0.1; 49 15 4 0.1;
50 19.9 4 0.1; 51 19.9 4 4; 52 19.9 4 7.9; 53 5 4 7.9; 54 10 4 7.9;
55 15 4 7.9; 56 0.1 4 7.9; 57 0.1 4 4; 58 0.1 8 0.1; 59 5 8 0.1; 60 10 8 0.1;
61 15 8 0.1; 62 19.9 8 0.1; 63 19.9 8 4; 64 19.9 8 7.9; 65 5 8 7.9;
66 10 8 7.9; 67 15 8 7.9; 68 0.1 8 7.9; 69 0.1 8 4;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 3 5; 5 5 6; 6 5 7; 9 7 8; 10 7 9; 13 9 10; 14 2 12;
15 3 13; 16 5 15; 17 7 17; 18 9 19; 19 11 12; 20 12 13; 21 13 14; 22 13 15;
23 15 16; 24 15 17; 27 17 18; 28 17 19; 31 19 20; 32 12 22; 33 13 23; 34 15 25;
35 17 27; 36 19 29; 37 21 22; 38 22 23; 39 23 24; 40 23 25; 41 25 26; 42 25 27;
45 27 28; 46 27 29; 49 29 30; 58 2 31; 59 3 32; 60 5 33; 61 7 34; 62 9 35;
63 12 36; 64 13 37; 65 15 38; 66 17 39; 67 19 40; 68 22 41; 69 23 42; 70 25 43;
71 27 44; 72 29 45; 73 31 32; 74 32 33; 75 33 34; 77 34 35; 79 31 36; 80 32 37;
81 33 38; 82 34 39; 83 35 40; 84 36 37; 85 37 38; 86 38 39; 88 39 40; 90 36 41;
91 37 42; 92 38 43; 93 39 44; 94 40 45; 95 41 42; 96 42 43; 97 43 44; 99 44 45;
ELEMENT INCIDENCES SHELL
50 46 47 13 57; 51 47 48 15 13; 52 48 49 17 15; 53 49 50 51 17; 54 57 13 53 56;
55 13 15 54 53; 56 15 17 55 54; 57 17 51 52 55; 101 58 59 37 69;
102 59 60 38 37; 103 60 61 39 38; 104 61 62 63 39; 105 69 37 65 68;
106 37 38 66 65; 107 38 39 67 66; 108 39 63 64 67;
ELEMENT PROPERTY
50 TO 57 101 TO 108 THICKNESS 0.3
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 6 9 10 13 TO 24 27 28 31 TO 36 38 40 42 46 58 TO 67 73 TO 75 77 -
79 TO 86 88 90 TO 97 99 TABLE ST W12X50
37 39 41 45 49 68 TO 72 TABLE ST W30X90
CONSTANTS
MATERIAL STEEL MEMB 1 TO 6 9 10 13 TO 24 27 28 31 TO 42 45 46 49 58 TO 75 -
77 79 TO 86 88 90 TO 97 99
MATERIAL CONCRETE MEMB 50 TO 57 101 TO 108
SUPPORTS
1 4 6 8 10 11 14 16 18 20 21 24 26 28 30 FIXED
*ELEMENT OFFSET
*50 101 JT1 0.1 0 0.1
*50 101 JT2 0 0 0.1
*50 101 JT4 0.1 0 0
*54 105 JT1 0.1 0 0
*54 105 JT3 0 0 -0.1
*54 105 JT4 0.1 0 -0.1
*51 102 JT1 0 0 0.1
*51 102 JT2 0 0 0.1
*55 106 JT3 0 0 -0.1
*55 106 JT4 0 0 -0.1
*52 103 JT1 0 0 0.1
*52 103 JT2 0 0 0.1
*56 107 JT3 0 0 -0.1
*56 107 JT4 0 0 -0.1
*53 104 JT1 0 0 0.1
*53 104 JT2 -0.1 0 0.1
*53 104 JT3 -0.1 0 0
*57 108 JT2 -0.1 0 0
*57 108 JT3 -0.1 0 -0.1
*57 108 JT4 0 0 -0.1
DEPENDENT RIGID CONTROL 2 JOINT 46
DEPENDENT RIGID CONTROL 3 JOINT 47
DEPENDENT RIGID CONTROL 5 JOINT 48
DEPENDENT RIGID CONTROL 7 JOINT 49
DEPENDENT RIGID CONTROL 9 JOINT 50
DEPENDENT RIGID CONTROL 19 JOINT 51
DEPENDENT RIGID CONTROL 29 JOINT 52
DEPENDENT RIGID CONTROL 27 JOINT 55
DEPENDENT RIGID CONTROL 25 JOINT 54
DEPENDENT RIGID CONTROL 23 JOINT 53
DEPENDENT RIGID CONTROL 22 JOINT 56
DEPENDENT RIGID CONTROL 12 JOINT 57
DEPENDENT RIGID CONTROL 31 JOINT 58
DEPENDENT RIGID CONTROL 32 JOINT 59
DEPENDENT RIGID CONTROL 33 JOINT 60
DEPENDENT RIGID CONTROL 34 JOINT 61
DEPENDENT RIGID CONTROL 35 JOINT 62
DEPENDENT RIGID CONTROL 40 JOINT 63
DEPENDENT RIGID CONTROL 45 JOINT 64
DEPENDENT RIGID CONTROL 44 JOINT 67
DEPENDENT RIGID CONTROL 43 JOINT 66
DEPENDENT RIGID CONTROL 42 JOINT 65
DEPENDENT RIGID CONTROL 41 JOINT 68
DEPENDENT RIGID CONTROL 36 JOINT 69
CUT OFF MODE SHAPE 50
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass TITLE REF LOAD CASE 1
JOINT LOAD
2 3 5 7 9 12 13 15 17 19 22 23 25 27 29 31 TO 45 FX 10 FY -10 FZ 10
END DEFINE REFERENCE LOADS
LOAD 1 LOADTYPE None TITLE RS_X
SPECTRUM SRSS X 1 ACC DAMP 0.05 LIN
0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167;
0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444;
0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963;
0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223;
1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778;
1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815;
1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985;
2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611;
2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321;
2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048;
3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865;
3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942;
3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643;
4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167;
4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167;
4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167;
4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167;
5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167;
5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167;
5.82 2.45167; 5.88 2.45167; 5.94 2.45167;
LOAD 2 LOADTYPE None TITLE RS_Z
SPECTRUM SRSS Z 1 ACC DAMP 0.05 LIN
0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167;
0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444;
0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963;
0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223;
1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778;
1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815;
1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985;
2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611;
2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321;
2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048;
3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865;
3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942;
3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643;
4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167;
4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167;
4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167;
4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167;
5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167;
5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167;
5.82 2.45167; 5.88 2.45167; 5.94 2.45167;
LOAD 3 LOADTYPE None TITLE RS_Y
SPECTRUM SRSS Y 1 ACC DAMP 0.05 LIN
0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167;
0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444;
0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963;
0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223;
1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778;
1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815;
1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985;
2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611;
2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321;
2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048;
3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865;
3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942;
3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643;
4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167;
4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167;
4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167;
4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167;
5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167;
5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167;
5.82 2.45167; 5.88 2.45167; 5.94 2.45167;
PERFORM ANALYSIS PRINT ALL
PRINT ANALYSIS RESULTS
PRINT ELEMENT JOINT STRESSES
FINISH
STAAD.Pro Output
Output using the ELEMENT OFFSET
method:
PAGE NO. 1
****************************************************
* *
* STAAD.Pro 2023 *
* Version 23.00.03.** *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= JUL 4, 2024 *
* Time= 11:40:49 *
* *
* Licensed to: Bentley Systems Inc *
****************************************************
1. STAAD SPACE
INPUT FILE: D:\Documentation\STAAD.Pro\_Automated_Py\output\2024-07-04\SPro_Output_Input_Files\Verific.. .STD
2. START JOB INFORMATION
3. ENGINEER DATE 09-MAR-21
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. SET PRINT 17
7. UNIT METER KN
8. JOINT COORDINATES
9. 1 0 0 0; 2 0 4 0; 3 5 4 0; 4 5 0 0; 5 10 4 0; 6 10 0 0; 7 15 4 0; 8 15 0 0
10. 9 20 4 0; 10 20 0 0; 11 0 0 4; 12 0 4 4; 13 5 4 4; 14 5 0 4; 15 10 4 4
11. 16 10 0 4; 17 15 4 4; 18 15 0 4; 19 20 4 4; 20 20 0 4; 21 0 0 8; 22 0 4 8
12. 23 5 4 8; 24 5 0 8; 25 10 4 8; 26 10 0 8; 27 15 4 8; 28 15 0 8; 29 20 4 8
13. 30 20 0 8; 31 0 8 0; 32 5 8 0; 33 10 8 0; 34 15 8 0; 35 20 8 0; 36 0 8 4
14. 37 5 8 4; 38 10 8 4; 39 15 8 4; 40 20 8 4; 41 0 8 8; 42 5 8 8; 43 10 8 8
15. 44 15 8 8; 45 20 8 8
16. MEMBER INCIDENCES
17. 1 1 2; 2 2 3; 3 3 4; 4 3 5; 5 5 6; 6 5 7; 9 7 8; 10 7 9; 13 9 10; 14 2 12
18. 15 3 13; 16 5 15; 17 7 17; 18 9 19; 19 11 12; 20 12 13; 21 13 14; 22 13 15
19. 23 15 16; 24 15 17; 27 17 18; 28 17 19; 31 19 20; 32 12 22; 33 13 23; 34 15 25
20. 35 17 27; 36 19 29; 37 21 22; 38 22 23; 39 23 24; 40 23 25; 41 25 26; 42 25 27
21. 45 27 28; 46 27 29; 49 29 30; 58 2 31; 59 3 32; 60 5 33; 61 7 34; 62 9 35
22. 63 12 36; 64 13 37; 65 15 38; 66 17 39; 67 19 40; 68 22 41; 69 23 42; 70 25 43
23. 71 27 44; 72 29 45; 73 31 32; 74 32 33; 75 33 34; 77 34 35; 79 31 36; 80 32 37
24. 81 33 38; 82 34 39; 83 35 40; 84 36 37; 85 37 38; 86 38 39; 88 39 40; 90 36 41
25. 91 37 42; 92 38 43; 93 39 44; 94 40 45; 95 41 42; 96 42 43; 97 43 44; 99 44 45
26. ELEMENT INCIDENCES SHELL
27. 50 2 3 13 12; 51 3 5 15 13; 52 5 7 17 15; 53 7 9 19 17; 54 12 13 23 22
28. 55 13 15 25 23; 56 15 17 27 25; 57 17 19 29 27; 101 31 32 37 36
29. 102 32 33 38 37; 103 33 34 39 38; 104 34 35 40 39; 105 36 37 42 41
30. 106 37 38 43 42; 107 38 39 44 43; 108 39 40 45 44
31. ELEMENT PROPERTY
32. 50 TO 57 101 TO 108 THICKNESS 0.3
33. DEFINE MATERIAL START
34. ISOTROPIC STEEL
35. E 2.05E+08
36. POISSON 0.3
37. DENSITY 76.8195
38. ALPHA 1.2E-05
STAAD SPACE -- PAGE NO. 2
39. DAMP 0.03
40. G 7.88462E+07
41. TYPE STEEL
42. STRENGTH RY 1.5 RT 1.2
43. ISOTROPIC CONCRETE
44. E 2.17185E+07
45. POISSON 0.17
46. DENSITY 23.5616
47. ALPHA 1E-05
48. DAMP 0.05
49. G 9.28139E+06
50. TYPE CONCRETE
51. STRENGTH FCU 27579
52. END DEFINE MATERIAL
53. MEMBER PROPERTY AMERICAN
54. 1 TO 6 9 10 13 TO 24 27 28 31 TO 36 38 40 42 46 58 TO 67 73 TO 75 77 -
55. 79 TO 86 88 90 TO 97 99 TABLE ST W12X50
56. 37 39 41 45 49 68 TO 72 TABLE ST W30X90
57. CONSTANTS
58. MATERIAL STEEL MEMB 1 TO 6 9 10 13 TO 24 27 28 31 TO 42 45 46 49 58 TO 75 -
59. 77 79 TO 86 88 90 TO 97 99
60. MATERIAL CONCRETE MEMB 50 TO 57 101 TO 108
61. SUPPORTS
62. 1 4 6 8 10 11 14 16 18 20 21 24 26 28 30 FIXED
63. ELEMENT OFFSET
64. 50 101 JT1 0.1 0 0.1
65. 50 101 JT2 0 0 0.1
66. 50 101 JT4 0.1 0 0
67. 54 105 JT1 0.1 0 0
68. 54 105 JT3 0 0 -0.1
69. 54 105 JT4 0.1 0 -0.1
70. 51 102 JT1 0 0 0.1
71. 51 102 JT2 0 0 0.1
72. 55 106 JT3 0 0 -0.1
73. 55 106 JT4 0 0 -0.1
74. 52 103 JT1 0 0 0.1
75. 52 103 JT2 0 0 0.1
76. 56 107 JT3 0 0 -0.1
77. 56 107 JT4 0 0 -0.1
78. 53 104 JT1 0 0 0.1
79. 53 104 JT2 -0.1 0 0.1
80. 53 104 JT3 -0.1 0 0
81. 57 108 JT2 -0.1 0 0
82. 57 108 JT3 -0.1 0 -0.1
83. 57 108 JT4 0 0 -0.1
84. CUT OFF MODE SHAPE 50
85. DEFINE REFERENCE LOADS
86. LOAD R1 LOADTYPE MASS TITLE REF LOAD CASE 1
87. JOINT LOAD
88. 2 3 5 7 9 12 13 15 17 19 22 23 25 27 29 31 TO 45 FX 10 FY -10 FZ 10
89. END DEFINE REFERENCE LOADS
*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY.
IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS
WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING.
STAAD SPACE -- PAGE NO. 3
90. LOAD 1 LOADTYPE NONE TITLE RS_X
91. SPECTRUM SRSS X 1 ACC DAMP 0.05 LIN
92. 0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167
93. 0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444
94. 0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963
95. 0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223
96. 1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778
97. 1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815
98. 1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985
99. 2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611
100. 2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321
101. 2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048
102. 3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865
103. 3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942
104. 3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643
105. 4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167
106. 4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167
107. 4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167
108. 4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167
109. 5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167
110. 5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167
111. 5.82 2.45167; 5.88 2.45167; 5.94 2.45167
112. LOAD 2 LOADTYPE NONE TITLE RS_Z
113. SPECTRUM SRSS Z 1 ACC DAMP 0.05 LIN
114. 0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167
115. 0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444
116. 0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963
117. 0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223
118. 1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778
119. 1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815
120. 1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985
121. 2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611
122. 2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321
123. 2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048
124. 3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865
125. 3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942
126. 3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643
127. 4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167
128. 4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167
129. 4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167
130. 4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167
131. 5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167
132. 5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167
133. 5.82 2.45167; 5.88 2.45167; 5.94 2.45167
134. LOAD 3 LOADTYPE NONE TITLE RS_Y
135. SPECTRUM SRSS Y 1 ACC DAMP 0.05 LIN
136. 0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167
137. 0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444
138. 0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963
139. 0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223
140. 1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778
141. 1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815
142. 1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985
143. 2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611
144. 2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321
145. 2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048
STAAD SPACE -- PAGE NO. 4
146. 3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865
147. 3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942
148. 3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643
149. 4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167
150. 4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167
151. 4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167
152. 4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167
153. 5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167
154. 5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167
155. 5.82 2.45167; 5.88 2.45167; 5.94 2.45167
156. PERFORM ANALYSIS PRINT ALL
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 45 NUMBER OF MEMBERS 74
NUMBER OF PLATES 16 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 15
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 180
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
STAAD SPACE -- PAGE NO. 5
LOADING 1 LOADTYPE NONE TITLE RS_X
-----------
RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND )
------------------------
DIRECTIONAL VALUES: SCALE FACTOR = 1.00
X = 1.00 Y = 0.00 Z = 0.00 DAMPING FACTOR = 0.050
PERIOD VS. ACCELERATION
0.0010 9.8067
0.0600 18.6327
0.1200 24.5167
0.1800 24.5167
0.2400 24.5167
0.3000 24.5167
0.3600 24.5167
0.4200 23.3492
0.4800 20.4306
0.5400 18.1605
0.6000 16.3444
0.6600 14.8586
0.7200 13.6204
0.7800 12.5727
0.8400 11.6746
0.9000 10.8963
0.9600 10.2153
1.0200 9.6144
1.0800 9.0802
1.1400 8.6023
1.2000 8.1722
1.2600 7.7831
1.3200 7.4293
1.3800 7.1063
1.4400 6.8102
1.5000 6.5378
1.5600 6.2863
1.6200 6.0535
1.6800 5.8373
1.7400 5.6360
1.8000 5.4482
1.8600 5.2724
1.9200 5.1076
1.9800 4.9529
2.0400 4.8072
2.1000 4.6698
2.1600 4.5401
2.2200 4.4174
2.2800 4.3012
2.3400 4.1909
STAAD SPACE -- PAGE NO. 6
2.4000 4.0861
2.4600 3.9864
2.5200 3.8915
2.5800 3.8010
2.6400 3.7146
2.7000 3.6321
2.7600 3.5531
2.8200 3.4775
2.8800 3.4051
2.9400 3.3356
3.0000 3.2689
3.0600 3.2048
3.1200 3.1432
3.1800 3.0839
3.2400 3.0268
3.3000 2.9717
3.3600 2.9186
3.4200 2.8674
3.4800 2.8180
3.5400 2.7703
3.6000 2.7241
3.6600 2.6794
3.7200 2.6362
3.7800 2.5944
3.8400 2.5538
3.9000 2.5145
3.9600 2.4764
4.0200 2.4517
4.0800 2.4517
4.1400 2.4517
4.2000 2.4517
4.2600 2.4517
4.3200 2.4517
4.3800 2.4517
4.4400 2.4517
4.5000 2.4517
4.5600 2.4517
4.6200 2.4517
4.6800 2.4517
4.7400 2.4517
4.8000 2.4517
4.8600 2.4517
4.9200 2.4517
4.9800 2.4517
5.0400 2.4517
5.1000 2.4517
5.1600 2.4517
5.2200 2.4517
5.2800 2.4517
5.3400 2.4517
5.4000 2.4517
5.4600 2.4517
5.5200 2.4517
5.5800 2.4517
5.6400 2.4517
5.7000 2.4517
STAAD SPACE -- PAGE NO. 7
5.7600 2.4517
5.8200 2.4517
5.8800 2.4517
5.9400 2.4517
***NOTE: MASSES DEFINED UNDER LOAD# 1 WILL FORM
THE FINAL MASS MATRIX FOR DYNAMIC ANALYSIS.
LOADING 2 LOADTYPE NONE TITLE RS_Z
-----------
RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND )
------------------------
DIRECTIONAL VALUES: SCALE FACTOR = 1.00
X = 0.00 Y = 0.00 Z = 1.00 DAMPING FACTOR = 0.050
PERIOD VS. ACCELERATION
0.0010 9.8067
0.0600 18.6327
0.1200 24.5167
0.1800 24.5167
0.2400 24.5167
0.3000 24.5167
0.3600 24.5167
0.4200 23.3492
0.4800 20.4306
0.5400 18.1605
0.6000 16.3444
0.6600 14.8586
0.7200 13.6204
0.7800 12.5727
0.8400 11.6746
0.9000 10.8963
0.9600 10.2153
1.0200 9.6144
1.0800 9.0802
1.1400 8.6023
1.2000 8.1722
1.2600 7.7831
1.3200 7.4293
1.3800 7.1063
1.4400 6.8102
1.5000 6.5378
1.5600 6.2863
1.6200 6.0535
1.6800 5.8373
1.7400 5.6360
1.8000 5.4482
1.8600 5.2724
STAAD SPACE -- PAGE NO. 8
1.9200 5.1076
1.9800 4.9529
2.0400 4.8072
2.1000 4.6698
2.1600 4.5401
2.2200 4.4174
2.2800 4.3012
2.3400 4.1909
2.4000 4.0861
2.4600 3.9864
2.5200 3.8915
2.5800 3.8010
2.6400 3.7146
2.7000 3.6321
2.7600 3.5531
2.8200 3.4775
2.8800 3.4051
2.9400 3.3356
3.0000 3.2689
3.0600 3.2048
3.1200 3.1432
3.1800 3.0839
3.2400 3.0268
3.3000 2.9717
3.3600 2.9186
3.4200 2.8674
3.4800 2.8180
3.5400 2.7703
3.6000 2.7241
3.6600 2.6794
3.7200 2.6362
3.7800 2.5944
3.8400 2.5538
3.9000 2.5145
3.9600 2.4764
4.0200 2.4517
4.0800 2.4517
4.1400 2.4517
4.2000 2.4517
4.2600 2.4517
4.3200 2.4517
4.3800 2.4517
4.4400 2.4517
4.5000 2.4517
4.5600 2.4517
4.6200 2.4517
4.6800 2.4517
4.7400 2.4517
4.8000 2.4517
4.8600 2.4517
4.9200 2.4517
4.9800 2.4517
5.0400 2.4517
5.1000 2.4517
5.1600 2.4517
5.2200 2.4517
STAAD SPACE -- PAGE NO. 9
5.2800 2.4517
5.3400 2.4517
5.4000 2.4517
5.4600 2.4517
5.5200 2.4517
5.5800 2.4517
5.6400 2.4517
5.7000 2.4517
5.7600 2.4517
5.8200 2.4517
5.8800 2.4517
5.9400 2.4517
LOADING 3 LOADTYPE NONE TITLE RS_Y
-----------
RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND )
------------------------
DIRECTIONAL VALUES: SCALE FACTOR = 1.00
X = 0.00 Y = 1.00 Z = 0.00 DAMPING FACTOR = 0.050
PERIOD VS. ACCELERATION
0.0010 9.8067
0.0600 18.6327
0.1200 24.5167
0.1800 24.5167
0.2400 24.5167
0.3000 24.5167
0.3600 24.5167
0.4200 23.3492
0.4800 20.4306
0.5400 18.1605
0.6000 16.3444
0.6600 14.8586
0.7200 13.6204
0.7800 12.5727
0.8400 11.6746
0.9000 10.8963
0.9600 10.2153
1.0200 9.6144
1.0800 9.0802
1.1400 8.6023
1.2000 8.1722
1.2600 7.7831
1.3200 7.4293
1.3800 7.1063
1.4400 6.8102
1.5000 6.5378
1.5600 6.2863
1.6200 6.0535
STAAD SPACE -- PAGE NO. 10
1.6800 5.8373
1.7400 5.6360
1.8000 5.4482
1.8600 5.2724
1.9200 5.1076
1.9800 4.9529
2.0400 4.8072
2.1000 4.6698
2.1600 4.5401
2.2200 4.4174
2.2800 4.3012
2.3400 4.1909
2.4000 4.0861
2.4600 3.9864
2.5200 3.8915
2.5800 3.8010
2.6400 3.7146
2.7000 3.6321
2.7600 3.5531
2.8200 3.4775
2.8800 3.4051
2.9400 3.3356
3.0000 3.2689
3.0600 3.2048
3.1200 3.1432
3.1800 3.0839
3.2400 3.0268
3.3000 2.9717
3.3600 2.9186
3.4200 2.8674
3.4800 2.8180
3.5400 2.7703
3.6000 2.7241
3.6600 2.6794
3.7200 2.6362
3.7800 2.5944
3.8400 2.5538
3.9000 2.5145
3.9600 2.4764
4.0200 2.4517
4.0800 2.4517
4.1400 2.4517
4.2000 2.4517
4.2600 2.4517
4.3200 2.4517
4.3800 2.4517
4.4400 2.4517
4.5000 2.4517
4.5600 2.4517
4.6200 2.4517
4.6800 2.4517
4.7400 2.4517
4.8000 2.4517
4.8600 2.4517
4.9200 2.4517
4.9800 2.4517
STAAD SPACE -- PAGE NO. 11
5.0400 2.4517
5.1000 2.4517
5.1600 2.4517
5.2200 2.4517
5.2800 2.4517
5.3400 2.4517
5.4000 2.4517
5.4600 2.4517
5.5200 2.4517
5.5800 2.4517
5.6400 2.4517
5.7000 2.4517
5.7600 2.4517
5.8200 2.4517
5.8800 2.4517
5.9400 2.4517
EIGEN METHOD : SUBSPACE
-------------------------
NUMBER OF MODES REQUESTED = 50
NUMBER OF EXISTING MASSES IN THE MODEL = 90
NUMBER OF MODES THAT WILL BE USED = 50
*** EIGENSOLUTION : ADVANCED METHOD ***
STAAD SPACE -- PAGE NO. 12
CALCULATED FREQUENCIES FOR LOAD CASE 1
MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC)
1 3.299 0.30314
2 4.513 0.22157
3 8.747 0.11432
4 10.076 0.09924
5 12.601 0.07936
6 32.152 0.03110
7 67.750 0.01476
8 67.990 0.01471
9 68.843 0.01453
10 70.679 0.01415
11 71.621 0.01396
12 71.712 0.01394
13 73.050 0.01369
14 75.299 0.01328
15 78.879 0.01268
16 85.007 0.01176
17 91.029 0.01099
18 91.989 0.01087
19 92.101 0.01086
20 92.960 0.01076
21 93.797 0.01066
22 94.286 0.01061
23 95.411 0.01048
C O M P O S I T E D A M P I N G SUMMARY
MODE STRAIN ENERGY DAMP*ENERGY COMPOSITE DAMPING
1 2.565972E+01 7.850347E-01 0.0306
2 3.095850E+01 9.899908E-01 0.0320
3 1.802559E+02 5.449556E+00 0.0302
4 1.768272E+02 6.119833E+00 0.0346
5 2.445134E+02 7.521179E+00 0.0308
6 1.800416E+03 5.736233E+01 0.0319
7 4.479752E+03 1.343998E+02 0.0300
8 2.413502E+03 7.257655E+01 0.0301
9 2.476470E+03 7.508756E+01 0.0303
10 2.368591E+03 7.320725E+01 0.0309
11 2.206916E+03 6.889431E+01 0.0312
12 2.062698E+03 6.442215E+01 0.0312
13 2.022382E+03 6.397979E+01 0.0316
14 2.200408E+03 7.196828E+01 0.0327
15 2.302982E+03 7.767730E+01 0.0337
16 2.385968E+03 8.530492E+01 0.0358
17 1.473957E+04 6.710149E+02 0.0455
18 4.121837E+03 1.266205E+02 0.0307
19 3.325657E+03 1.010278E+02 0.0304
20 3.560806E+03 1.207387E+02 0.0339
STAAD SPACE -- PAGE NO. 13
MODE STRAIN ENERGY DAMP*ENERGY COMPOSITE DAMPING
21 1.035648E+04 4.316491E+02 0.0417
22 3.490804E+03 1.076316E+02 0.0308
23 3.566267E+03 1.110562E+02 0.0311
RESPONSE SPECTRUM LOAD 1
RESPONSE LOAD CASE 1
MODAL WEIGHT (MODAL MASS TIMES g) IN KN GENERALIZED
MODE X Y Z WEIGHT
1 5.984143E-24 1.308434E-04 2.830457E+02 2.051552E+02
2 2.674250E+01 1.755244E-29 7.301247E-23 1.322364E+02
3 5.065707E-24 5.100442E-04 1.695390E+01 2.049607E+02
4 2.450581E+02 5.450377E-28 4.994469E-27 1.515248E+02
5 5.653800E-01 4.194184E-27 1.131665E-25 1.339801E+02
6 2.762138E+01 1.415896E-21 6.831347E-22 1.515326E+02
7 6.469897E-19 1.709744E+02 2.191617E-04 8.491271E+01
8 5.191913E-04 7.860724E-19 2.581121E-22 4.542528E+01
9 2.700640E-19 3.956472E-03 1.269517E-06 4.546258E+01
10 2.182148E-04 1.841933E-22 3.151962E-23 4.125279E+01
11 2.053212E-18 1.742969E+01 3.337675E-06 3.743278E+01
12 1.262537E-03 1.280337E-17 1.592862E-21 3.489792E+01
13 6.567201E-19 5.102359E-01 2.157681E-07 3.297345E+01
14 1.920060E-17 1.225476E+01 4.658799E-06 3.376513E+01
15 1.813976E-04 1.101497E-20 1.075361E-21 3.220428E+01
16 6.906754E-17 5.351847E-01 1.310061E-06 2.872755E+01
17 5.837981E-15 3.860367E-01 7.409204E-08 1.547635E+02
18 1.179917E-16 7.473509E+01 1.455537E-04 4.238037E+01
19 3.492625E-04 5.984215E-21 1.433175E-24 3.411115E+01
20 4.208206E-16 7.160740E+00 1.785032E-05 3.585090E+01
21 5.498390E-16 1.703037E-01 1.462900E-07 1.024190E+02
22 7.887138E-05 9.206345E-21 2.039361E-24 3.416440E+01
23 1.080083E-18 6.280113E-03 1.077932E-09 3.408452E+01
SRSS MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 3.000000E+02 3.000000E+02 3.000000E+02 KN
MISSING WEIGHT X Y Z -1.010015E-02 -1.583268E+01 -2.927266E-05 KN
MODAL WEIGHT X Y Z 2.999899E+02 2.841673E+02 3.000000E+02 KN
STAAD SPACE -- PAGE NO. 14
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 2.50001 0.05000
2 2.50001 0.05000
3 2.44320 0.05000
4 2.29243 0.05000
5 2.09360 0.05000
6 1.45919 0.05000
7 1.20990 0.05000
8 1.20911 0.05000
9 1.20633 0.05000
10 1.20057 0.05000
11 1.19774 0.05000
12 1.19747 0.05000
13 1.19357 0.05000
14 1.18733 0.05000
15 1.17814 0.05000
16 1.16420 0.05000
17 1.15232 0.05000
18 1.15058 0.05000
19 1.15037 0.05000
20 1.14884 0.05000
21 1.14738 0.05000
22 1.14654 0.05000
23 1.14463 0.05000
STAAD SPACE -- PAGE NO. 15
GENERALIZED WEIGHT & MODAL DISPLACEMENT
ADDITIONAL MODAL VALUES WEIGHT IN KN LENGTH IN METE
-----------------------------------------------------------
MODE GENERALIZED WEIGHT MODAL DISPLACEMENT
1 2.0515518E+02 9.7465049E-15
2 1.3223642E+02 1.3710564E-02
3 2.0496067E+02 1.2469291E-15
4 1.5152478E+02 7.1324722E-03
5 1.3398013E+02 -2.1276414E-04
6 1.5153264E+02 1.4970403E-04
7 8.4912708E+01 -5.7154246E-15
8 4.5425281E+01 2.1965811E-07
9 4.5462584E+01 -4.8731541E-15
10 4.1252788E+01 1.3730443E-07
11 3.7432782E+01 -1.3584235E-14
12 3.4897917E+01 -3.4790946E-07
13 3.2973453E+01 7.8410346E-15
14 3.3765129E+01 3.9226302E-14
15 3.2204276E+01 -1.1163363E-07
16 2.8727553E+01 6.2053309E-14
17 1.5476347E+02 -2.1216448E-13
18 4.2380370E+01 -5.6357254E-14
19 3.4111151E+01 1.0779616E-07
20 3.5850904E+01 1.1314317E-13
21 1.0241904E+02 7.5062030E-14
22 3.4164403E+01 4.8677230E-08
23 3.4084516E+01 -5.5599976E-15
FLOOR MODAL BASE ACTIONS
FLOOR MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
STORY NUMBER 3 HEIGHT 8.00
1 0.303 0.00 0.00 0.00 0.00 -0.00 0.00
2 0.222 41.35 -0.00 -0.00 -0.00 -857.44 -331.40
3 0.114 -0.00 -0.00 -0.00 -0.00 0.00 -0.00
4 0.099 359.99 -0.00 0.00 0.00 2616.88 -2901.05
5 0.079 5.86 -0.00 -0.00 -0.00 -38.80 -47.32
6 0.031 -38.50 -0.00 -0.00 0.00 -262.72 319.15
7 0.015 -0.00 -0.00 0.00 0.00 -0.00 -0.00
8 0.015 0.00 -0.00 0.00 0.00 0.02 1.55
9 0.015 -0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 0.00 0.00 -0.00 0.00 0.00
11 0.014 -0.00 -0.00 0.00 0.00 -0.00 -0.00
12 0.014 0.01 -0.00 0.00 0.00 0.05 0.88
13 0.014 -0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 -0.00 0.00 -0.00 -0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 -0.00 0.00 -0.12
16 0.012 -0.00 -0.00 0.00 0.00 -0.00 -0.00
17 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
18 0.011 -0.00 -0.00 -0.00 0.00 0.00 -0.00
19 0.011 0.00 -0.00 -0.00 0.00 0.01 0.85
20 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
21 0.011 -0.00 -0.00 0.00 0.00 -0.00 -0.00
22 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.01
23 0.010 -0.00 -0.00 0.00 0.00 -0.00 -0.00
STORY NUMBER 2 HEIGHT 4.00
1 0.303 0.00 0.00 0.00 0.00 -0.00 0.00
2 0.222 25.51 -0.00 -0.00 -0.00 -473.80 -102.52
3 0.114 0.00 -0.00 0.00 0.00 -0.00 -0.00
4 0.099 201.79 0.00 -0.00 -0.00 827.20 -822.77
5 0.079 -4.68 0.00 -0.00 -0.00 104.83 18.44
6 0.031 78.80 0.00 -0.00 -0.00 552.34 -309.02
7 0.015 0.00 -0.00 -0.00 0.00 0.00 -0.00
8 0.015 -0.00 -0.00 0.00 0.00 -0.01 0.98
9 0.015 0.00 -0.00 -0.00 0.00 0.00 -0.00
10 0.014 -0.00 -0.00 0.00 0.00 -0.00 0.01
STAAD SPACE -- PAGE NO. 16
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
11 0.014 0.00 -0.00 -0.00 0.00 0.00 -0.00
12 0.014 -0.01 -0.00 0.00 0.00 -0.04 0.61
13 0.014 0.00 0.00 -0.00 -0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 -0.00 -0.00 0.00
15 0.013 -0.00 -0.00 0.00 0.00 -0.00 -0.07
16 0.012 0.00 -0.00 -0.00 0.00 0.00 -0.00
17 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
18 0.011 0.00 -0.00 0.00 0.00 -0.00 -0.00
19 0.011 -0.00 -0.00 0.00 0.00 -0.01 0.54
20 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
21 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
22 0.011 -0.00 -0.00 0.00 0.00 -0.00 0.00
23 0.010 0.00 -0.00 -0.00 0.00 0.00 -0.00
STORY NUMBER 1 HEIGHT 0.00
1 0.303 0.00 0.00 0.00 0.00 0.00 0.00
2 0.222 0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 0.00 0.00 0.00 0.00 0.00
4 0.099 0.00 0.00 0.00 0.00 0.00 0.00
5 0.079 0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 0.00
7 0.015 0.00 0.00 0.00 0.00 0.00 0.00
8 0.015 0.00 0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 0.00 0.00 0.00 0.00 0.00
10 0.014 0.00 0.00 0.00 0.00 0.00 0.00
11 0.014 0.00 0.00 0.00 0.00 0.00 0.00
12 0.014 0.00 0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 0.00 0.00 0.00
16 0.012 0.00 0.00 0.00 0.00 0.00 0.00
17 0.011 0.00 0.00 0.00 0.00 0.00 0.00
18 0.011 0.00 0.00 0.00 0.00 0.00 0.00
19 0.011 0.00 0.00 0.00 0.00 0.00 0.00
20 0.011 0.00 0.00 0.00 0.00 0.00 0.00
21 0.011 0.00 0.00 0.00 0.00 0.00 0.00
22 0.011 0.00 0.00 0.00 0.00 0.00 0.00
23 0.010 0.00 0.00 0.00 0.00 0.00 0.00
STAAD SPACE -- PAGE NO. 17
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
1 0.303 0.00 0.00 0.00 0.00 -0.00 0.00
2 0.222 66.86 -0.00 -0.00 -0.00 -1331.24 -433.92
3 0.114 0.00 -0.00 0.00 -0.00 -0.00 -0.00
4 0.099 561.78 0.00 -0.00 0.00 3444.08 -3723.82
5 0.079 1.18 0.00 -0.00 -0.00 66.03 -28.88
6 0.031 40.30 0.00 -0.00 -0.00 289.62 10.13
7 0.015 0.00 -0.00 0.00 0.00 -0.00 -0.00
8 0.015 0.00 -0.00 0.00 0.00 0.00 2.53
9 0.015 0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 -0.00 0.00 0.00 -0.00 0.01
11 0.014 0.00 -0.00 0.00 0.00 -0.00 -0.00
12 0.014 0.00 -0.00 0.00 0.00 0.01 1.49
13 0.014 0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 0.00 0.00 -0.00 -0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 -0.00 0.00 -0.19
16 0.012 0.00 -0.00 0.00 0.00 -0.00 -0.00
17 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
18 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
19 0.011 0.00 -0.00 0.00 0.00 0.00 1.39
20 0.011 0.00 0.00 0.00 -0.00 -0.00 0.00
21 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
22 0.011 0.00 -0.00 0.00 0.00 0.00 -0.01
23 0.010 0.00 -0.00 0.00 0.00 -0.00 -0.00
STAAD SPACE -- PAGE NO. 18
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z
1 0.00 0.00 94.35 0.000 0.000 94.349 0.00 0.00 0.00
2 8.91 0.00 0.00 8.914 0.000 94.349 66.86 0.00 0.00
3 0.00 0.00 5.65 8.914 0.000 100.000 0.00 0.00 0.00
4 81.69 0.00 0.00 90.600 0.000 100.000 561.78 0.00 0.00
5 0.19 0.00 0.00 90.789 0.000 100.000 1.18 0.00 0.00
6 9.21 0.00 0.00 99.996 0.000 100.000 40.30 0.00 0.00
7 0.00 56.99 0.00 99.996 56.992 100.000 0.00 0.00 0.00
8 0.00 0.00 0.00 99.996 56.992 100.000 0.00 0.00 0.00
9 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
10 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
11 0.00 5.81 0.00 99.996 62.803 100.000 0.00 0.00 0.00
12 0.00 0.00 0.00 99.996 62.803 100.000 0.00 0.00 0.00
13 0.00 0.17 0.00 99.996 62.973 100.000 0.00 0.00 0.00
14 0.00 4.08 0.00 99.996 67.058 100.000 0.00 0.00 0.00
15 0.00 0.00 0.00 99.996 67.058 100.000 0.00 0.00 0.00
16 0.00 0.18 0.00 99.996 67.236 100.000 0.00 0.00 0.00
17 0.00 0.13 0.00 99.996 67.365 100.000 0.00 0.00 0.00
18 0.00 24.91 0.00 99.996 92.277 100.000 0.00 0.00 0.00
19 0.00 0.00 0.00 99.997 92.277 100.000 0.00 0.00 0.00
20 0.00 2.39 0.00 99.997 94.664 100.000 0.00 0.00 0.00
21 0.00 0.06 0.00 99.997 94.720 100.000 0.00 0.00 0.00
22 0.00 0.00 0.00 99.997 94.720 100.000 0.00 0.00 0.00
23 0.00 0.00 0.00 99.997 94.722 100.000 0.00 0.00 0.00
---------------------------
TOTAL SRSS SHEAR 567.18 0.00 0.00
TOTAL 10PCT SHEAR 567.18 0.00 0.00
TOTAL ABS SHEAR 670.13 0.00 0.00
RESPONSE SPECTRUM LOAD 2
RESPONSE LOAD CASE 2
MODAL WEIGHT (MODAL MASS TIMES g) IN KN GENERALIZED
MODE X Y Z WEIGHT
1 5.984143E-24 1.308434E-04 2.830457E+02 2.051552E+02
2 2.674250E+01 1.755244E-29 7.301247E-23 1.322364E+02
3 5.065707E-24 5.100442E-04 1.695390E+01 2.049607E+02
4 2.450581E+02 5.450377E-28 4.994469E-27 1.515248E+02
5 5.653800E-01 4.194184E-27 1.131665E-25 1.339801E+02
STAAD SPACE -- PAGE NO. 19
6 2.762138E+01 1.415896E-21 6.831347E-22 1.515326E+02
7 6.469897E-19 1.709744E+02 2.191617E-04 8.491271E+01
8 5.191913E-04 7.860724E-19 2.581121E-22 4.542528E+01
9 2.700640E-19 3.956472E-03 1.269517E-06 4.546258E+01
10 2.182148E-04 1.841933E-22 3.151962E-23 4.125279E+01
11 2.053212E-18 1.742969E+01 3.337675E-06 3.743278E+01
12 1.262537E-03 1.280337E-17 1.592862E-21 3.489792E+01
13 6.567201E-19 5.102359E-01 2.157681E-07 3.297345E+01
14 1.920060E-17 1.225476E+01 4.658799E-06 3.376513E+01
15 1.813976E-04 1.101497E-20 1.075361E-21 3.220428E+01
16 6.906754E-17 5.351847E-01 1.310061E-06 2.872755E+01
17 5.837981E-15 3.860367E-01 7.409204E-08 1.547635E+02
18 1.179917E-16 7.473509E+01 1.455537E-04 4.238037E+01
19 3.492625E-04 5.984215E-21 1.433175E-24 3.411115E+01
20 4.208206E-16 7.160740E+00 1.785032E-05 3.585090E+01
21 5.498390E-16 1.703037E-01 1.462900E-07 1.024190E+02
22 7.887138E-05 9.206345E-21 2.039361E-24 3.416440E+01
23 1.080083E-18 6.280113E-03 1.077932E-09 3.408452E+01
SRSS MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 3.000000E+02 3.000000E+02 3.000000E+02 KN
MISSING WEIGHT X Y Z -1.010015E-02 -1.583268E+01 -2.927266E-05 KN
MODAL WEIGHT X Y Z 2.999899E+02 2.841673E+02 3.000000E+02 KN
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 2.50001 0.05000
2 2.50001 0.05000
3 2.44320 0.05000
4 2.29243 0.05000
5 2.09360 0.05000
6 1.45919 0.05000
7 1.20990 0.05000
8 1.20911 0.05000
9 1.20633 0.05000
10 1.20057 0.05000
11 1.19774 0.05000
12 1.19747 0.05000
13 1.19357 0.05000
14 1.18733 0.05000
15 1.17814 0.05000
16 1.16420 0.05000
17 1.15232 0.05000
18 1.15058 0.05000
19 1.15037 0.05000
20 1.14884 0.05000
21 1.14738 0.05000
22 1.14654 0.05000
23 1.14463 0.05000
STAAD SPACE -- PAGE NO. 20
GENERALIZED WEIGHT & MODAL DISPLACEMENT
ADDITIONAL MODAL VALUES WEIGHT IN KN LENGTH IN METE
-----------------------------------------------------------
MODE GENERALIZED WEIGHT MODAL DISPLACEMENT
1 2.0515518E+02 6.7031081E-02
2 1.3223642E+02 -2.2654413E-14
3 2.0496067E+02 2.2811639E-03
4 1.5152478E+02 -3.2199584E-17
5 1.3398013E+02 9.5189103E-17
6 1.5153264E+02 -7.4449874E-16
7 8.4912708E+01 -1.0519186E-07
8 4.5425281E+01 1.5487729E-16
9 4.5462584E+01 -1.0565649E-08
10 4.1252788E+01 5.2183466E-17
11 3.7432782E+01 -1.7319698E-08
12 3.4897917E+01 -3.9078081E-16
13 3.2973453E+01 4.4944533E-09
14 3.3765129E+01 -1.9322218E-08
15 3.2204276E+01 -2.7180429E-16
16 2.8727553E+01 8.5462116E-09
17 1.5476347E+02 7.5583518E-10
18 4.2380370E+01 6.2594434E-08
19 3.4111151E+01 6.9052098E-18
20 3.5850904E+01 2.3302519E-08
21 1.0241904E+02 -1.2243621E-09
22 3.4164403E+01 7.8273208E-18
23 3.4084516E+01 -1.7564736E-10
FLOOR MODAL BASE ACTIONS
FLOOR MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
STORY NUMBER 3 HEIGHT 8.00
1 0.303 0.00 0.27 440.40 3524.70 -4403.96 2.70
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 -0.00 -0.14 -63.91 -512.08 639.12 -1.44
4 0.099 -0.00 0.00 -0.00 -0.00 -0.00 0.00
5 0.079 -0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 0.00 0.00 0.00 -0.00 0.00 -0.00
7 0.015 -0.00 -0.14 0.00 0.20 -0.01 -1.45
8 0.015 0.00 -0.00 0.00 0.00 0.00 0.00
9 0.015 -0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 0.00 0.00 -0.00 0.00 0.00
11 0.014 -0.00 -0.01 0.00 0.04 -0.00 -0.06
12 0.014 0.00 -0.00 0.00 0.00 0.00 0.00
13 0.014 -0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 0.00 -0.01 0.00 0.04 -0.00 -0.06
15 0.013 0.00 0.00 0.00 -0.00 0.00 -0.00
16 0.012 -0.00 -0.00 0.00 0.00 -0.00 -0.01
17 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
18 0.011 0.00 0.07 0.00 -0.59 -0.00 0.74
19 0.011 0.00 -0.00 -0.00 0.00 0.00 0.00
20 0.011 -0.00 0.01 0.00 -0.06 -0.00 0.08
21 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
22 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
23 0.010 -0.00 -0.00 0.00 0.00 -0.00 -0.00
STORY NUMBER 2 HEIGHT 4.00
1 0.303 0.00 0.21 267.22 1070.06 -2672.20 2.12
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 -0.08 105.33 420.88 -1053.34 -0.83
4 0.099 -0.00 -0.00 0.00 0.00 -0.00 0.00
5 0.079 0.00 -0.00 0.00 0.00 -0.00 -0.00
6 0.031 -0.00 -0.00 0.00 0.00 -0.00 0.00
7 0.015 0.00 -0.09 -0.00 0.12 0.00 -0.89
8 0.015 -0.00 -0.00 0.00 0.00 -0.00 0.00
9 0.015 0.00 -0.00 -0.00 0.00 0.00 -0.00
10 0.014 -0.00 -0.00 0.00 0.00 -0.00 0.00
STAAD SPACE -- PAGE NO. 21
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
11 0.014 0.00 -0.00 -0.00 0.03 0.00 -0.03
12 0.014 -0.00 -0.00 0.00 0.00 -0.00 0.00
13 0.014 0.00 0.00 -0.00 -0.00 0.00 0.00
14 0.013 -0.00 -0.00 -0.00 0.03 0.00 -0.03
15 0.013 -0.00 -0.00 0.00 0.00 -0.00 -0.00
16 0.012 0.00 -0.00 -0.00 0.00 0.00 -0.00
17 0.011 -0.00 -0.00 0.00 0.00 -0.00 -0.00
18 0.011 -0.00 0.05 -0.00 -0.37 0.00 0.46
19 0.011 -0.00 -0.00 0.00 0.00 -0.00 0.00
20 0.011 0.00 0.00 -0.00 -0.04 0.00 0.05
21 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
22 0.011 -0.00 -0.00 0.00 0.00 -0.00 0.00
23 0.010 0.00 -0.00 -0.00 0.00 0.00 -0.00
STORY NUMBER 1 HEIGHT 0.00
1 0.303 0.00 0.00 0.00 0.00 0.00 0.00
2 0.222 0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 0.00 0.00 0.00 0.00 0.00
4 0.099 0.00 0.00 0.00 0.00 0.00 0.00
5 0.079 0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 0.00
7 0.015 0.00 0.00 0.00 0.00 0.00 0.00
8 0.015 0.00 0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 0.00 0.00 0.00 0.00 0.00
10 0.014 0.00 0.00 0.00 0.00 0.00 0.00
11 0.014 0.00 0.00 0.00 0.00 0.00 0.00
12 0.014 0.00 0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 0.00 0.00 0.00
16 0.012 0.00 0.00 0.00 0.00 0.00 0.00
17 0.011 0.00 0.00 0.00 0.00 0.00 0.00
18 0.011 0.00 0.00 0.00 0.00 0.00 0.00
19 0.011 0.00 0.00 0.00 0.00 0.00 0.00
20 0.011 0.00 0.00 0.00 0.00 0.00 0.00
21 0.011 0.00 0.00 0.00 0.00 0.00 0.00
22 0.011 0.00 0.00 0.00 0.00 0.00 0.00
23 0.010 0.00 0.00 0.00 0.00 0.00 0.00
STAAD SPACE -- PAGE NO. 22
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
1 0.303 0.00 0.48 707.62 4594.76 -7076.16 4.81
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 -0.23 41.42 -91.21 -414.22 -2.27
4 0.099 -0.00 -0.00 0.00 -0.00 -0.00 0.00
5 0.079 -0.00 -0.00 0.00 0.00 -0.00 0.00
6 0.031 -0.00 -0.00 0.00 0.00 -0.00 -0.00
7 0.015 0.00 -0.23 0.00 0.32 -0.00 -2.34
8 0.015 0.00 -0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 -0.00 0.00 0.00 -0.00 0.00
11 0.014 0.00 -0.01 0.00 0.07 -0.00 -0.09
12 0.014 0.00 -0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 -0.00 -0.01 0.00 0.07 -0.00 -0.09
15 0.013 0.00 0.00 0.00 -0.00 0.00 -0.00
16 0.012 0.00 -0.00 0.00 0.01 -0.00 -0.01
17 0.011 -0.00 -0.00 0.00 0.00 -0.00 -0.00
18 0.011 -0.00 0.12 0.00 -0.96 -0.00 1.20
19 0.011 0.00 -0.00 0.00 0.00 0.00 0.00
20 0.011 0.00 0.01 0.00 -0.10 -0.00 0.13
21 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
22 0.011 0.00 -0.00 0.00 0.00 0.00 -0.00
23 0.010 0.00 -0.00 0.00 0.00 -0.00 -0.00
STAAD SPACE -- PAGE NO. 23
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z
1 0.00 0.00 94.35 0.000 0.000 94.349 0.00 0.00 707.62
2 8.91 0.00 0.00 8.914 0.000 94.349 0.00 0.00 0.00
3 0.00 0.00 5.65 8.914 0.000 100.000 0.00 0.00 41.42
4 81.69 0.00 0.00 90.600 0.000 100.000 0.00 0.00 0.00
5 0.19 0.00 0.00 90.789 0.000 100.000 0.00 0.00 0.00
6 9.21 0.00 0.00 99.996 0.000 100.000 0.00 0.00 0.00
7 0.00 56.99 0.00 99.996 56.992 100.000 0.00 0.00 0.00
8 0.00 0.00 0.00 99.996 56.992 100.000 0.00 0.00 0.00
9 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
10 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
11 0.00 5.81 0.00 99.996 62.803 100.000 0.00 0.00 0.00
12 0.00 0.00 0.00 99.996 62.803 100.000 0.00 0.00 0.00
13 0.00 0.17 0.00 99.996 62.973 100.000 0.00 0.00 0.00
14 0.00 4.08 0.00 99.996 67.058 100.000 0.00 0.00 0.00
15 0.00 0.00 0.00 99.996 67.058 100.000 0.00 0.00 0.00
16 0.00 0.18 0.00 99.996 67.236 100.000 0.00 0.00 0.00
17 0.00 0.13 0.00 99.996 67.365 100.000 0.00 0.00 0.00
18 0.00 24.91 0.00 99.996 92.277 100.000 0.00 0.00 0.00
19 0.00 0.00 0.00 99.997 92.277 100.000 0.00 0.00 0.00
20 0.00 2.39 0.00 99.997 94.664 100.000 0.00 0.00 0.00
21 0.00 0.06 0.00 99.997 94.720 100.000 0.00 0.00 0.00
22 0.00 0.00 0.00 99.997 94.720 100.000 0.00 0.00 0.00
23 0.00 0.00 0.00 99.997 94.722 100.000 0.00 0.00 0.00
---------------------------
TOTAL SRSS SHEAR 0.00 0.00 708.83
TOTAL 10PCT SHEAR 0.00 0.00 708.83
TOTAL ABS SHEAR 0.00 0.00 749.04
RESPONSE SPECTRUM LOAD 3
RESPONSE LOAD CASE 3
MODAL WEIGHT (MODAL MASS TIMES g) IN KN GENERALIZED
MODE X Y Z WEIGHT
1 5.984143E-24 1.308434E-04 2.830457E+02 2.051552E+02
2 2.674250E+01 1.755244E-29 7.301247E-23 1.322364E+02
3 5.065707E-24 5.100442E-04 1.695390E+01 2.049607E+02
4 2.450581E+02 5.450377E-28 4.994469E-27 1.515248E+02
5 5.653800E-01 4.194184E-27 1.131665E-25 1.339801E+02
STAAD SPACE -- PAGE NO. 24
6 2.762138E+01 1.415896E-21 6.831347E-22 1.515326E+02
7 6.469897E-19 1.709744E+02 2.191617E-04 8.491271E+01
8 5.191913E-04 7.860724E-19 2.581121E-22 4.542528E+01
9 2.700640E-19 3.956472E-03 1.269517E-06 4.546258E+01
10 2.182148E-04 1.841933E-22 3.151962E-23 4.125279E+01
11 2.053212E-18 1.742969E+01 3.337675E-06 3.743278E+01
12 1.262537E-03 1.280337E-17 1.592862E-21 3.489792E+01
13 6.567201E-19 5.102359E-01 2.157681E-07 3.297345E+01
14 1.920060E-17 1.225476E+01 4.658799E-06 3.376513E+01
15 1.813976E-04 1.101497E-20 1.075361E-21 3.220428E+01
16 6.906754E-17 5.351847E-01 1.310061E-06 2.872755E+01
17 5.837981E-15 3.860367E-01 7.409204E-08 1.547635E+02
18 1.179917E-16 7.473509E+01 1.455537E-04 4.238037E+01
19 3.492625E-04 5.984215E-21 1.433175E-24 3.411115E+01
20 4.208206E-16 7.160740E+00 1.785032E-05 3.585090E+01
21 5.498390E-16 1.703037E-01 1.462900E-07 1.024190E+02
22 7.887138E-05 9.206345E-21 2.039361E-24 3.416440E+01
23 1.080083E-18 6.280113E-03 1.077932E-09 3.408452E+01
SRSS MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 3.000000E+02 3.000000E+02 3.000000E+02 KN
MISSING WEIGHT X Y Z -1.010015E-02 -1.583268E+01 -2.927266E-05 KN
MODAL WEIGHT X Y Z 2.999899E+02 2.841673E+02 3.000000E+02 KN
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 2.50001 0.05000
2 2.50001 0.05000
3 2.44320 0.05000
4 2.29243 0.05000
5 2.09360 0.05000
6 1.45919 0.05000
7 1.20990 0.05000
8 1.20911 0.05000
9 1.20633 0.05000
10 1.20057 0.05000
11 1.19774 0.05000
12 1.19747 0.05000
13 1.19357 0.05000
14 1.18733 0.05000
15 1.17814 0.05000
16 1.16420 0.05000
17 1.15232 0.05000
18 1.15058 0.05000
19 1.15037 0.05000
20 1.14884 0.05000
21 1.14738 0.05000
22 1.14654 0.05000
23 1.14463 0.05000
STAAD SPACE -- PAGE NO. 25
GENERALIZED WEIGHT & MODAL DISPLACEMENT
ADDITIONAL MODAL VALUES WEIGHT IN KN LENGTH IN METE
-----------------------------------------------------------
MODE GENERALIZED WEIGHT MODAL DISPLACEMENT
1 2.0515518E+02 4.5574707E-05
2 1.3223642E+02 -1.1107674E-17
3 2.0496067E+02 -1.2511969E-05
4 1.5152478E+02 1.0636993E-17
5 1.3398013E+02 -1.8325336E-17
6 1.5153264E+02 1.0718312E-15
7 8.4912708E+01 9.2910634E-05
8 4.5425281E+01 -8.5470223E-15
9 4.5462584E+01 5.8983549E-07
10 4.1252788E+01 -1.2614770E-16
11 3.7432782E+01 3.9578840E-05
12 3.4897917E+01 3.5035334E-14
13 3.2973453E+01 6.9114431E-06
14 3.3765129E+01 3.1338075E-05
15 3.2204276E+01 -8.6990314E-16
16 2.8727553E+01 -5.4623531E-06
17 1.5476347E+02 -1.7252644E-06
18 4.2380370E+01 4.4852468E-05
19 3.4111151E+01 -4.4620138E-16
20 3.5850904E+01 1.4759063E-05
21 1.0241904E+02 -1.3210358E-06
22 3.4164403E+01 -5.2590798E-16
23 3.4084516E+01 4.2396474E-07
FLOOR MODAL BASE ACTIONS
FLOOR MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
STORY NUMBER 3 HEIGHT 8.00
1 0.303 0.00 0.00 0.30 2.40 -2.99 0.00
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 0.00 0.35 2.81 -3.51 0.01
4 0.099 0.00 -0.00 0.00 0.00 0.00 -0.00
5 0.079 0.00 -0.00 -0.00 -0.00 -0.00 -0.00
6 0.031 -0.00 -0.00 -0.00 0.00 -0.00 0.00
7 0.015 0.00 127.86 -0.64 -176.80 6.41 1278.56
8 0.015 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
9 0.015 0.00 0.00 -0.00 -0.00 0.00 0.03
10 0.014 -0.00 -0.00 -0.00 0.00 -0.00 -0.00
11 0.014 0.00 12.91 -0.03 -102.73 0.30 129.09
12 0.014 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
13 0.014 -0.00 0.38 0.00 -3.03 -0.02 3.77
14 0.013 -0.00 9.00 -0.03 -71.80 0.25 89.97
15 0.013 0.00 0.00 0.00 -0.00 0.00 -0.00
16 0.012 0.00 0.39 -0.00 -3.08 0.03 3.85
17 0.011 -0.00 0.27 0.00 -2.20 -0.00 2.75
18 0.011 0.00 53.12 0.33 -424.47 -3.25 531.23
19 0.011 -0.00 0.00 0.00 -0.00 -0.00 -0.00
20 0.011 -0.00 5.08 0.04 -40.59 -0.38 50.83
21 0.011 0.00 0.12 -0.00 -0.97 0.00 1.21
22 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
23 0.010 0.00 0.00 -0.00 -0.04 0.00 0.04
STORY NUMBER 2 HEIGHT 4.00
1 0.303 0.00 0.00 0.18 0.73 -1.82 0.00
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 -0.00 0.00 -0.58 -2.31 5.78 0.00
4 0.099 0.00 0.00 -0.00 -0.00 0.00 -0.00
5 0.079 -0.00 0.00 -0.00 -0.00 0.00 0.00
6 0.031 0.00 0.00 -0.00 -0.00 0.00 -0.00
7 0.015 -0.00 79.01 0.41 -104.53 -4.06 790.06
8 0.015 0.00 0.00 -0.00 -0.00 0.00 -0.00
9 0.015 -0.00 0.00 0.00 -0.00 -0.00 0.02
10 0.014 0.00 0.00 -0.00 -0.00 0.00 -0.00
STAAD SPACE -- PAGE NO. 26
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
11 0.014 -0.00 7.97 0.02 -63.19 -0.20 79.67
12 0.014 0.00 0.00 -0.00 -0.00 0.00 -0.00
13 0.014 0.00 0.23 -0.00 -1.88 0.01 2.32
14 0.013 0.00 5.55 0.02 -44.14 -0.17 55.54
15 0.013 -0.00 -0.00 0.00 0.00 -0.00 -0.00
16 0.012 -0.00 0.24 0.00 -1.88 -0.02 2.38
17 0.011 0.00 0.17 -0.00 -1.36 0.00 1.70
18 0.011 -0.00 32.87 -0.21 -264.86 2.05 328.65
19 0.011 0.00 0.00 -0.00 -0.00 0.00 -0.00
20 0.011 0.00 3.14 -0.03 -25.38 0.25 31.44
21 0.011 -0.00 0.07 0.00 -0.60 -0.00 0.75
22 0.011 0.00 0.00 -0.00 -0.00 0.00 -0.00
23 0.010 -0.00 0.00 0.00 -0.02 -0.00 0.03
STORY NUMBER 1 HEIGHT 0.00
1 0.303 0.00 0.00 0.00 0.00 0.00 0.00
2 0.222 0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 0.00 0.00 0.00 0.00 0.00
4 0.099 0.00 0.00 0.00 0.00 0.00 0.00
5 0.079 0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 0.00
7 0.015 0.00 0.00 0.00 0.00 0.00 0.00
8 0.015 0.00 0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 0.00 0.00 0.00 0.00 0.00
10 0.014 0.00 0.00 0.00 0.00 0.00 0.00
11 0.014 0.00 0.00 0.00 0.00 0.00 0.00
12 0.014 0.00 0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 0.00 0.00 0.00
16 0.012 0.00 0.00 0.00 0.00 0.00 0.00
17 0.011 0.00 0.00 0.00 0.00 0.00 0.00
18 0.011 0.00 0.00 0.00 0.00 0.00 0.00
19 0.011 0.00 0.00 0.00 0.00 0.00 0.00
20 0.011 0.00 0.00 0.00 0.00 0.00 0.00
21 0.011 0.00 0.00 0.00 0.00 0.00 0.00
22 0.011 0.00 0.00 0.00 0.00 0.00 0.00
23 0.010 0.00 0.00 0.00 0.00 0.00 0.00
STAAD SPACE -- PAGE NO. 27
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
1 0.303 0.00 0.00 0.48 3.12 -4.81 0.00
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 -0.00 0.00 -0.23 0.50 2.27 0.01
4 0.099 0.00 0.00 -0.00 0.00 0.00 -0.00
5 0.079 0.00 0.00 -0.00 -0.00 0.00 -0.00
6 0.031 0.00 0.00 -0.00 -0.00 0.00 0.00
7 0.015 -0.00 206.86 -0.23 -281.33 2.34 2068.62
8 0.015 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
9 0.015 -0.00 0.00 -0.00 -0.01 0.00 0.05
10 0.014 -0.00 0.00 -0.00 -0.00 0.00 -0.00
11 0.014 -0.00 20.88 -0.01 -165.92 0.09 208.76
12 0.014 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
13 0.014 0.00 0.61 0.00 -4.91 -0.00 6.09
14 0.013 0.00 14.55 -0.01 -115.94 0.09 145.50
15 0.013 0.00 0.00 0.00 -0.00 0.00 -0.00
16 0.012 -0.00 0.62 -0.00 -4.96 0.01 6.23
17 0.011 0.00 0.44 -0.00 -3.56 0.00 4.45
18 0.011 -0.00 85.99 0.12 -689.33 -1.20 859.88
19 0.011 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
20 0.011 0.00 8.23 0.01 -65.97 -0.13 82.27
21 0.011 -0.00 0.20 0.00 -1.56 -0.00 1.95
22 0.011 -0.00 0.00 -0.00 -0.00 -0.00 0.00
23 0.010 -0.00 0.01 -0.00 -0.06 0.00 0.07
STAAD SPACE -- PAGE NO. 28
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z
1 0.00 0.00 94.35 0.000 0.000 94.349 0.00 0.00 0.00
2 8.91 0.00 0.00 8.914 0.000 94.349 0.00 0.00 0.00
3 0.00 0.00 5.65 8.914 0.000 100.000 0.00 0.00 0.00
4 81.69 0.00 0.00 90.600 0.000 100.000 0.00 0.00 0.00
5 0.19 0.00 0.00 90.789 0.000 100.000 0.00 0.00 0.00
6 9.21 0.00 0.00 99.996 0.000 100.000 0.00 0.00 0.00
7 0.00 56.99 0.00 99.996 56.992 100.000 0.00 206.86 0.00
8 0.00 0.00 0.00 99.996 56.992 100.000 0.00 0.00 0.00
9 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
10 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
11 0.00 5.81 0.00 99.996 62.803 100.000 0.00 20.88 0.00
12 0.00 0.00 0.00 99.996 62.803 100.000 0.00 0.00 0.00
13 0.00 0.17 0.00 99.996 62.973 100.000 0.00 0.61 0.00
14 0.00 4.08 0.00 99.996 67.058 100.000 0.00 14.55 0.00
15 0.00 0.00 0.00 99.996 67.058 100.000 0.00 0.00 0.00
16 0.00 0.18 0.00 99.996 67.236 100.000 0.00 0.62 0.00
17 0.00 0.13 0.00 99.996 67.365 100.000 0.00 0.44 0.00
18 0.00 24.91 0.00 99.996 92.277 100.000 0.00 85.99 0.00
19 0.00 0.00 0.00 99.997 92.277 100.000 0.00 0.00 0.00
20 0.00 2.39 0.00 99.997 94.664 100.000 0.00 8.23 0.00
21 0.00 0.06 0.00 99.997 94.720 100.000 0.00 0.20 0.00
22 0.00 0.00 0.00 99.997 94.720 100.000 0.00 0.00 0.00
23 0.00 0.00 0.00 99.997 94.722 100.000 0.00 0.01 0.00
---------------------------
TOTAL SRSS SHEAR 0.00 225.62 0.00
TOTAL 10PCT SHEAR 0.00 249.20 0.00
TOTAL ABS SHEAR 0.00 338.39 0.00
************ END OF DATA FROM INTERNAL STORAGE ************
157. PRINT ANALYSIS RESULTS
ANALYSIS RESULTS
STAAD SPACE -- PAGE NO. 29
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 1 0.6109 0.0039 0.7722 0.0004 0.0008 0.0007
2 0.0002 0.0102 4.0730 0.0009 0.0000 0.0003
3 0.0005 0.0059 0.0031 0.0000 0.0000 0.0000
3 1 0.6110 0.0027 0.3864 0.0000 0.0008 0.0002
2 0.0001 0.0123 4.0731 0.0003 0.0000 0.0001
3 0.0003 0.0057 0.0030 0.0000 0.0000 0.0000
4 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 1 0.6111 0.0000 0.0000 0.0000 0.0008 0.0003
2 0.0000 0.0106 4.0732 0.0004 0.0000 0.0000
3 0.0000 0.0058 0.0031 0.0000 0.0000 0.0000
6 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
7 1 0.6110 0.0027 0.3864 0.0000 0.0008 0.0002
2 0.0001 0.0123 4.0731 0.0003 0.0000 0.0001
3 0.0003 0.0057 0.0030 0.0000 0.0000 0.0000
8 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
9 1 0.6109 0.0039 0.7722 0.0004 0.0008 0.0007
2 0.0002 0.0102 4.0730 0.0009 0.0000 0.0003
3 0.0005 0.0059 0.0031 0.0000 0.0000 0.0000
10 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
11 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
12 1 0.3894 0.0117 0.7722 0.0002 0.0008 0.0001
2 0.0000 0.0079 4.0728 0.0001 0.0000 0.0001
3 0.0000 0.0038 0.0031 0.0000 0.0000 0.0000
13 1 0.3893 0.0032 0.3864 0.0000 0.0008 0.0001
2 0.0000 0.0136 4.0731 0.0002 0.0000 0.0000
3 0.0000 0.0032 0.0030 0.0000 0.0000 0.0000
14 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
15 1 0.3894 0.0000 0.0000 0.0000 0.0008 0.0001
2 0.0000 0.0098 4.0732 0.0001 0.0000 0.0000
3 0.0000 0.0034 0.0031 0.0000 0.0000 0.0000
16 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
STAAD SPACE -- PAGE NO. 30
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17 1 0.3893 0.0032 0.3864 0.0000 0.0008 0.0001
2 0.0000 0.0136 4.0731 0.0002 0.0000 0.0000
3 0.0000 0.0032 0.0030 0.0000 0.0000 0.0000
18 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
19 1 0.3894 0.0117 0.7722 0.0002 0.0008 0.0001
2 0.0000 0.0079 4.0728 0.0001 0.0000 0.0001
3 0.0000 0.0038 0.0031 0.0000 0.0000 0.0000
20 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
21 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
22 1 0.3454 0.0063 0.7719 0.0006 0.0008 0.0009
2 0.0008 0.0119 4.0722 0.0015 0.0000 0.0001
3 0.0005 0.0028 0.0031 0.0000 0.0000 0.0000
23 1 0.3466 0.0014 0.3864 0.0001 0.0008 0.0007
2 0.0002 0.0120 4.0729 0.0007 0.0000 0.0000
3 0.0003 0.0018 0.0030 0.0000 0.0000 0.0000
24 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
25 1 0.3468 0.0000 0.0000 0.0000 0.0008 0.0007
2 0.0000 0.0124 4.0731 0.0008 0.0000 0.0000
3 0.0000 0.0016 0.0031 0.0000 0.0000 0.0000
26 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
27 1 0.3466 0.0014 0.3864 0.0001 0.0008 0.0007
2 0.0002 0.0120 4.0729 0.0007 0.0000 0.0000
3 0.0003 0.0018 0.0030 0.0000 0.0000 0.0000
28 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
29 1 0.3454 0.0063 0.7719 0.0006 0.0008 0.0009
2 0.0008 0.0119 4.0722 0.0015 0.0000 0.0001
3 0.0005 0.0028 0.0031 0.0000 0.0000 0.0000
30 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
31 1 0.9975 0.0050 1.4072 0.0002 0.0014 0.0003
2 0.0012 0.0133 6.7045 0.0003 0.0000 0.0001
STAAD SPACE -- PAGE NO. 31
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
3 0.0002 0.0095 0.0046 0.0000 0.0000 0.0000
32 1 0.9972 0.0035 0.7038 0.0000 0.0014 0.0001
2 0.0005 0.0160 6.7031 0.0001 0.0000 0.0000
3 0.0001 0.0093 0.0046 0.0000 0.0000 0.0000
33 1 0.9972 0.0000 0.0000 0.0000 0.0014 0.0001
2 0.0000 0.0139 6.7027 0.0002 0.0000 0.0000
3 0.0000 0.0094 0.0046 0.0000 0.0000 0.0000
34 1 0.9972 0.0035 0.7038 0.0000 0.0014 0.0001
2 0.0005 0.0160 6.7031 0.0001 0.0000 0.0000
3 0.0001 0.0093 0.0046 0.0000 0.0000 0.0000
35 1 0.9975 0.0050 1.4072 0.0002 0.0014 0.0003
2 0.0012 0.0133 6.7045 0.0003 0.0000 0.0001
3 0.0002 0.0095 0.0046 0.0000 0.0000 0.0000
36 1 0.6767 0.0157 1.4070 0.0001 0.0014 0.0001
2 0.0000 0.0101 6.7041 0.0000 0.0000 0.0000
3 0.0000 0.0061 0.0046 0.0000 0.0000 0.0000
37 1 0.6766 0.0039 0.7037 0.0000 0.0014 0.0000
2 0.0001 0.0167 6.7029 0.0000 0.0000 0.0000
3 0.0000 0.0052 0.0046 0.0000 0.0000 0.0000
38 1 0.6766 0.0000 0.0000 0.0000 0.0014 0.0001
2 0.0000 0.0124 6.7026 0.0000 0.0000 0.0000
3 0.0000 0.0056 0.0046 0.0000 0.0000 0.0000
39 1 0.6766 0.0039 0.7037 0.0000 0.0014 0.0000
2 0.0001 0.0167 6.7029 0.0000 0.0000 0.0000
3 0.0000 0.0052 0.0046 0.0000 0.0000 0.0000
40 1 0.6767 0.0157 1.4070 0.0001 0.0014 0.0001
2 0.0000 0.0101 6.7041 0.0000 0.0000 0.0000
3 0.0000 0.0061 0.0046 0.0000 0.0000 0.0000
41 1 0.7441 0.0088 1.4070 0.0005 0.0014 0.0007
2 0.0014 0.0152 6.7039 0.0007 0.0000 0.0001
3 0.0002 0.0045 0.0046 0.0000 0.0000 0.0000
42 1 0.7434 0.0020 0.7037 0.0000 0.0014 0.0005
2 0.0006 0.0153 6.7028 0.0003 0.0000 0.0000
3 0.0001 0.0029 0.0046 0.0000 0.0000 0.0000
43 1 0.7434 0.0000 0.0000 0.0000 0.0014 0.0005
2 0.0000 0.0158 6.7024 0.0004 0.0000 0.0000
3 0.0000 0.0025 0.0046 0.0000 0.0000 0.0000
44 1 0.7434 0.0020 0.7037 0.0000 0.0014 0.0005
2 0.0006 0.0153 6.7028 0.0003 0.0000 0.0000
3 0.0001 0.0029 0.0046 0.0000 0.0000 0.0000
45 1 0.7441 0.0088 1.4070 0.0005 0.0014 0.0007
2 0.0014 0.0152 6.7039 0.0007 0.0000 0.0001
3 0.0002 0.0045 0.0046 0.0000 0.0000 0.0000
STAAD SPACE -- PAGE NO. 32
SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
1 1 27.02 18.77 6.09 12.71 0.01 59.53
2 3.28 49.47 34.78 70.60 0.00 4.14
3 0.03 28.33 0.03 0.06 0.00 0.06
4 1 32.14 13.14 3.47 6.92 0.01 66.00
2 0.60 59.33 35.75 71.88 0.00 0.75
3 0.03 27.60 0.03 0.06 0.00 0.05
6 1 31.17 0.00 0.00 0.00 0.01 64.78
2 0.00 51.34 35.55 71.62 0.00 0.00
3 0.00 27.96 0.04 0.06 0.00 0.00
8 1 32.14 13.14 3.47 6.92 0.01 66.00
2 0.60 59.33 35.75 71.88 0.00 0.75
3 0.03 27.60 0.03 0.06 0.00 0.05
10 1 27.02 18.77 6.09 12.71 0.01 59.53
2 3.28 49.47 34.78 70.60 0.00 4.14
3 0.03 28.33 0.03 0.06 0.00 0.06
11 1 20.77 56.69 7.11 14.07 0.01 42.41
2 1.16 38.37 36.55 72.94 0.00 1.46
3 0.06 18.25 0.03 0.06 0.00 0.08
14 1 22.40 15.56 3.43 6.87 0.01 44.48
2 0.57 65.69 36.58 72.99 0.00 0.71
3 0.02 15.37 0.03 0.06 0.00 0.03
16 1 22.36 0.00 0.00 0.00 0.01 44.42
2 0.00 47.19 36.52 72.91 0.00 0.00
3 0.00 16.62 0.03 0.06 0.00 0.00
18 1 22.40 15.56 3.43 6.87 0.01 44.48
2 0.57 65.69 36.58 72.99 0.00 0.71
3 0.02 15.37 0.03 0.06 0.00 0.03
20 1 20.77 56.69 7.11 14.07 0.01 42.41
2 1.16 38.37 36.55 72.94 0.00 1.46
3 0.06 18.25 0.03 0.06 0.00 0.08
21 1 69.83 54.99 12.43 25.85 0.02 210.76
2 12.47 103.61 68.22 140.13 0.00 14.20
3 0.24 24.40 0.07 0.12 0.00 0.46
24 1 88.23 12.51 6.79 13.71 0.02 231.78
2 0.56 104.37 71.09 143.94 0.00 0.56
3 0.17 15.56 0.07 0.12 0.00 0.31
26 1 87.68 0.00 0.00 0.00 0.02 231.27
2 0.00 107.80 70.79 143.54 0.00 0.00
3 0.00 13.59 0.07 0.12 0.00 0.00
28 1 88.23 12.51 6.79 13.71 0.02 231.78
2 0.56 104.37 71.09 143.94 0.00 0.56
3 0.17 15.56 0.07 0.12 0.00 0.31
30 1 69.83 54.99 12.43 25.85 0.02 210.76
2 12.47 103.61 68.22 140.13 0.00 14.20
3 0.24 24.40 0.07 0.12 0.00 0.46
STAAD SPACE -- PAGE NO. 33
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 18.77 27.02 6.09 0.01 12.71 59.53
2 18.77 27.02 6.09 0.01 11.64 48.57
2 1 49.47 3.28 34.78 0.00 70.60 4.14
2 49.47 3.28 34.78 0.00 68.53 8.97
3 1 28.33 0.03 0.03 0.00 0.06 0.06
2 28.33 0.03 0.03 0.00 0.08 0.07
2 1 2 1.05 6.34 0.06 0.01 0.16 18.92
3 1.05 6.34 0.06 0.01 0.16 12.77
2 2 0.27 1.71 0.00 0.01 0.01 6.56
3 0.27 1.71 0.00 0.01 0.00 1.97
3 2 0.78 0.04 0.00 0.00 0.00 0.10
3 0.78 0.04 0.00 0.00 0.00 0.12
3 1 3 13.14 32.14 3.47 0.01 6.96 62.56
4 13.14 32.14 3.47 0.01 6.92 66.00
2 3 59.33 0.60 35.75 0.00 71.12 1.65
4 59.33 0.60 35.75 0.00 71.88 0.75
3 3 27.60 0.03 0.03 0.00 0.07 0.06
4 27.60 0.03 0.03 0.00 0.06 0.05
4 1 3 0.92 3.82 0.07 0.00 0.17 8.96
5 0.92 3.82 0.07 0.00 0.16 10.11
2 3 0.41 0.35 0.00 0.00 0.00 1.24
5 0.41 0.35 0.00 0.00 0.00 0.52
3 3 1.23 0.03 0.00 0.00 0.00 0.08
5 1.23 0.03 0.00 0.00 0.00 0.07
5 1 5 0.00 31.17 0.00 0.01 0.00 59.90
6 0.00 31.17 0.00 0.01 0.00 64.78
2 5 51.34 0.00 35.55 0.00 70.59 0.00
6 51.34 0.00 35.55 0.00 71.62 0.00
3 5 27.96 0.00 0.04 0.00 0.08 0.00
6 27.96 0.00 0.04 0.00 0.06 0.00
6 1 5 0.92 3.82 0.07 0.00 0.16 10.11
7 0.92 3.82 0.07 0.00 0.17 8.96
2 5 0.41 0.35 0.00 0.00 0.00 0.52
7 0.41 0.35 0.00 0.00 0.00 1.24
3 5 1.23 0.03 0.00 0.00 0.00 0.07
7 1.23 0.03 0.00 0.00 0.00 0.08
9 1 7 13.14 32.14 3.47 0.01 6.96 62.56
8 13.14 32.14 3.47 0.01 6.92 66.00
STAAD SPACE -- PAGE NO. 34
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 7 59.33 0.60 35.75 0.00 71.12 1.65
8 59.33 0.60 35.75 0.00 71.88 0.75
3 7 27.60 0.03 0.03 0.00 0.07 0.06
8 27.60 0.03 0.03 0.00 0.06 0.05
10 1 7 1.05 6.34 0.06 0.01 0.16 12.77
9 1.05 6.34 0.06 0.01 0.16 18.92
2 7 0.27 1.71 0.00 0.01 0.00 1.97
9 0.27 1.71 0.00 0.01 0.01 6.56
3 7 0.78 0.04 0.00 0.00 0.00 0.12
9 0.78 0.04 0.00 0.00 0.00 0.10
13 1 9 18.77 27.02 6.09 0.01 11.64 48.57
10 18.77 27.02 6.09 0.01 12.71 59.53
2 9 49.47 3.28 34.78 0.00 68.53 8.97
10 49.47 3.28 34.78 0.00 70.60 4.14
3 9 28.33 0.03 0.03 0.00 0.08 0.07
10 28.33 0.03 0.03 0.00 0.06 0.06
14 1 2 0.63 3.95 0.10 0.01 0.19 12.36
12 0.63 3.95 0.10 0.01 0.19 4.30
2 2 0.90 8.07 0.00 0.00 0.01 24.45
12 0.90 8.07 0.00 0.00 0.01 7.84
3 2 0.46 0.09 0.00 0.00 0.00 0.09
12 0.46 0.09 0.00 0.00 0.00 0.26
15 1 3 0.56 0.45 0.10 0.00 0.20 1.25
13 0.56 0.45 0.10 0.00 0.20 0.59
2 3 0.22 1.95 0.00 0.00 0.00 7.81
13 0.22 1.95 0.00 0.00 0.00 0.03
3 3 0.14 0.04 0.00 0.00 0.00 0.02
13 0.14 0.04 0.00 0.00 0.00 0.14
16 1 5 0.00 0.00 0.10 0.00 0.19 0.00
15 0.00 0.00 0.10 0.00 0.20 0.00
2 5 0.33 3.49 0.00 0.00 0.00 11.55
15 0.33 3.49 0.00 0.00 0.00 2.41
3 5 0.11 0.04 0.00 0.00 0.00 0.04
15 0.11 0.04 0.00 0.00 0.00 0.16
17 1 7 0.56 0.45 0.10 0.00 0.20 1.25
17 0.56 0.45 0.10 0.00 0.20 0.59
2 7 0.22 1.95 0.00 0.00 0.00 7.81
17 0.22 1.95 0.00 0.00 0.00 0.03
3 7 0.14 0.04 0.00 0.00 0.00 0.02
17 0.14 0.04 0.00 0.00 0.00 0.14
STAAD SPACE -- PAGE NO. 35
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
18 1 9 0.63 3.95 0.10 0.01 0.19 12.36
19 0.63 3.95 0.10 0.01 0.19 4.30
2 9 0.90 8.07 0.00 0.00 0.01 24.45
19 0.90 8.07 0.00 0.00 0.01 7.84
3 9 0.46 0.09 0.00 0.00 0.00 0.09
19 0.46 0.09 0.00 0.00 0.00 0.26
19 1 11 56.69 20.77 7.11 0.01 14.07 42.41
12 56.69 20.77 7.11 0.01 14.38 40.67
2 11 38.37 1.16 36.55 0.00 72.94 1.46
12 38.37 1.16 36.55 0.00 73.26 3.19
3 11 18.25 0.06 0.03 0.00 0.06 0.08
12 18.25 0.06 0.03 0.00 0.07 0.17
20 1 12 0.42 1.02 0.06 0.00 0.15 3.05
13 0.42 1.02 0.06 0.00 0.16 2.42
2 12 0.09 0.23 0.00 0.00 0.00 1.60
13 0.09 0.23 0.00 0.00 0.00 0.45
3 12 0.01 0.02 0.00 0.00 0.00 0.05
13 0.01 0.02 0.00 0.00 0.00 0.08
21 1 13 15.56 22.40 3.43 0.01 6.84 45.14
14 15.56 22.40 3.43 0.01 6.87 44.48
2 13 65.69 0.57 36.58 0.00 73.35 1.55
14 65.69 0.57 36.58 0.00 72.99 0.71
3 13 15.37 0.02 0.03 0.00 0.07 0.06
14 15.37 0.02 0.03 0.00 0.06 0.03
22 1 13 0.10 1.17 0.07 0.00 0.17 2.71
15 0.10 1.17 0.07 0.00 0.17 3.14
2 13 0.11 0.26 0.00 0.00 0.00 0.98
15 0.11 0.26 0.00 0.00 0.00 0.32
3 13 0.02 0.02 0.00 0.00 0.00 0.05
15 0.02 0.02 0.00 0.00 0.00 0.06
23 1 15 0.00 22.36 0.00 0.01 0.00 45.04
16 0.00 22.36 0.00 0.01 0.00 44.42
2 15 47.19 0.00 36.52 0.00 73.19 0.00
16 47.19 0.00 36.52 0.00 72.91 0.00
3 15 16.62 0.00 0.03 0.00 0.07 0.00
16 16.62 0.00 0.03 0.00 0.06 0.00
24 1 15 0.10 1.17 0.07 0.00 0.17 3.14
17 0.10 1.17 0.07 0.00 0.17 2.71
STAAD SPACE -- PAGE NO. 36
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 15 0.11 0.26 0.00 0.00 0.00 0.32
17 0.11 0.26 0.00 0.00 0.00 0.98
3 15 0.02 0.02 0.00 0.00 0.00 0.06
17 0.02 0.02 0.00 0.00 0.00 0.05
27 1 17 15.56 22.40 3.43 0.01 6.84 45.14
18 15.56 22.40 3.43 0.01 6.87 44.48
2 17 65.69 0.57 36.58 0.00 73.35 1.55
18 65.69 0.57 36.58 0.00 72.99 0.71
3 17 15.37 0.02 0.03 0.00 0.07 0.06
18 15.37 0.02 0.03 0.00 0.06 0.03
28 1 17 0.42 1.02 0.06 0.00 0.16 2.42
19 0.42 1.02 0.06 0.00 0.15 3.05
2 17 0.09 0.23 0.00 0.00 0.00 0.45
19 0.09 0.23 0.00 0.00 0.00 1.60
3 17 0.01 0.02 0.00 0.00 0.00 0.08
19 0.01 0.02 0.00 0.00 0.00 0.05
31 1 19 56.69 20.77 7.11 0.01 14.38 40.67
20 56.69 20.77 7.11 0.01 14.07 42.41
2 19 38.37 1.16 36.55 0.00 73.26 3.19
20 38.37 1.16 36.55 0.00 72.94 1.46
3 19 18.25 0.06 0.03 0.00 0.07 0.17
20 18.25 0.06 0.03 0.00 0.06 0.08
32 1 12 2.75 5.01 0.09 0.01 0.18 3.30
22 2.75 5.01 0.09 0.01 0.20 16.77
2 12 3.36 14.39 0.00 0.00 0.00 15.08
22 3.36 14.39 0.00 0.00 0.02 42.49
3 12 0.41 0.08 0.00 0.00 0.00 0.23
22 0.41 0.08 0.00 0.00 0.00 0.11
33 1 13 0.38 0.65 0.09 0.01 0.19 0.82
23 0.38 0.65 0.09 0.01 0.19 1.76
2 13 0.81 4.93 0.00 0.00 0.00 2.64
23 0.81 4.93 0.00 0.00 0.00 17.10
3 13 0.13 0.04 0.00 0.00 0.00 0.13
23 0.13 0.04 0.00 0.00 0.00 0.04
34 1 15 0.00 0.00 0.10 0.01 0.19 0.00
25 0.00 0.00 0.10 0.01 0.19 0.00
2 15 0.49 6.47 0.00 0.00 0.00 5.28
25 0.49 6.47 0.00 0.00 0.00 20.60
3 15 0.11 0.04 0.00 0.00 0.00 0.15
25 0.11 0.04 0.00 0.00 0.00 0.03
STAAD SPACE -- PAGE NO. 37
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
35 1 17 0.38 0.65 0.09 0.01 0.19 0.82
27 0.38 0.65 0.09 0.01 0.19 1.76
2 17 0.81 4.93 0.00 0.00 0.00 2.64
27 0.81 4.93 0.00 0.00 0.00 17.10
3 17 0.13 0.04 0.00 0.00 0.00 0.13
27 0.13 0.04 0.00 0.00 0.00 0.04
36 1 19 2.75 5.01 0.09 0.01 0.18 3.30
29 2.75 5.01 0.09 0.01 0.20 16.77
2 19 3.36 14.39 0.00 0.00 0.00 15.08
29 3.36 14.39 0.00 0.00 0.02 42.49
3 19 0.41 0.08 0.00 0.00 0.00 0.23
29 0.41 0.08 0.00 0.00 0.00 0.11
37 1 21 54.99 69.83 12.43 0.02 25.85 210.76
22 54.99 69.83 12.43 0.02 23.92 69.21
2 21 103.61 12.47 68.22 0.00 140.13 14.20
22 103.61 12.47 68.22 0.00 132.75 35.69
3 21 24.40 0.24 0.07 0.00 0.12 0.46
22 24.40 0.24 0.07 0.00 0.15 0.51
38 1 22 4.63 12.12 0.07 0.01 0.17 31.69
23 4.63 12.12 0.07 0.01 0.16 28.92
2 22 2.20 0.99 0.00 0.01 0.01 3.45
23 2.20 0.99 0.00 0.01 0.00 1.49
3 22 0.74 0.04 0.00 0.00 0.00 0.09
23 0.74 0.04 0.00 0.00 0.00 0.09
39 1 23 12.51 88.23 6.79 0.02 13.43 121.29
24 12.51 88.23 6.79 0.02 13.71 231.78
2 23 104.37 0.56 71.09 0.00 140.44 1.70
24 104.37 0.56 71.09 0.00 143.94 0.56
3 23 15.56 0.17 0.07 0.00 0.15 0.39
24 15.56 0.17 0.07 0.00 0.12 0.31
40 1 23 1.08 10.87 0.06 0.00 0.16 27.13
25 1.08 10.87 0.06 0.00 0.16 27.24
2 23 0.74 0.07 0.00 0.00 0.00 0.22
25 0.74 0.07 0.00 0.00 0.00 0.12
3 23 1.20 0.02 0.00 0.00 0.00 0.04
25 1.20 0.02 0.00 0.00 0.00 0.05
41 1 25 0.00 87.68 0.00 0.02 0.00 119.61
26 0.00 87.68 0.00 0.02 0.00 231.27
STAAD SPACE -- PAGE NO. 38
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 25 107.80 0.00 70.79 0.00 139.62 0.00
26 107.80 0.00 70.79 0.00 143.54 0.00
3 25 13.59 0.00 0.07 0.00 0.15 0.00
26 13.59 0.00 0.07 0.00 0.12 0.00
42 1 25 1.08 10.87 0.06 0.00 0.16 27.24
27 1.08 10.87 0.06 0.00 0.16 27.13
2 25 0.74 0.07 0.00 0.00 0.00 0.12
27 0.74 0.07 0.00 0.00 0.00 0.22
3 25 1.20 0.02 0.00 0.00 0.00 0.05
27 1.20 0.02 0.00 0.00 0.00 0.04
45 1 27 12.51 88.23 6.79 0.02 13.43 121.29
28 12.51 88.23 6.79 0.02 13.71 231.78
2 27 104.37 0.56 71.09 0.00 140.44 1.70
28 104.37 0.56 71.09 0.00 143.94 0.56
3 27 15.56 0.17 0.07 0.00 0.15 0.39
28 15.56 0.17 0.07 0.00 0.12 0.31
46 1 27 4.63 12.12 0.07 0.01 0.16 28.92
29 4.63 12.12 0.07 0.01 0.17 31.69
2 27 2.20 0.99 0.00 0.01 0.00 1.49
29 2.20 0.99 0.00 0.01 0.01 3.45
3 27 0.74 0.04 0.00 0.00 0.00 0.09
29 0.74 0.04 0.00 0.00 0.00 0.09
49 1 29 54.99 69.83 12.43 0.02 23.92 69.21
30 54.99 69.83 12.43 0.02 25.85 210.76
2 29 103.61 12.47 68.22 0.00 132.75 35.69
30 103.61 12.47 68.22 0.00 140.13 14.20
3 29 24.40 0.24 0.07 0.00 0.15 0.51
30 24.40 0.24 0.07 0.00 0.12 0.46
58 1 2 5.23 11.56 5.06 0.01 9.92 19.99
31 5.23 11.56 5.06 0.01 10.33 26.29
2 2 14.55 4.66 21.61 0.00 42.59 10.66
31 14.55 4.66 21.61 0.00 43.84 8.00
3 2 17.53 0.07 0.06 0.00 0.12 0.12
31 17.53 0.07 0.06 0.00 0.14 0.15
59 1 3 3.79 18.93 3.00 0.01 6.00 36.89
32 3.79 18.93 3.00 0.01 6.02 38.83
2 3 17.85 0.90 22.95 0.00 45.66 2.05
32 17.85 0.90 22.95 0.00 46.15 1.53
3 3 17.07 0.04 0.05 0.00 0.10 0.08
32 17.07 0.04 0.05 0.00 0.11 0.09
STAAD SPACE -- PAGE NO. 39
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
60 1 5 0.00 17.82 0.00 0.01 0.00 34.16
33 0.00 17.82 0.00 0.01 0.00 37.12
2 5 15.91 0.00 22.67 0.00 45.02 0.00
33 15.91 0.00 22.67 0.00 45.68 0.00
3 5 17.30 0.00 0.07 0.00 0.12 0.00
33 17.30 0.00 0.07 0.00 0.14 0.00
61 1 7 3.79 18.93 3.00 0.01 6.00 36.89
34 3.79 18.93 3.00 0.01 6.02 38.83
2 7 17.85 0.90 22.95 0.00 45.66 2.05
34 17.85 0.90 22.95 0.00 46.15 1.53
3 7 17.07 0.04 0.05 0.00 0.10 0.08
34 17.07 0.04 0.05 0.00 0.11 0.09
62 1 9 5.23 11.56 5.06 0.01 9.92 19.99
35 5.23 11.56 5.06 0.01 10.33 26.29
2 9 14.55 4.66 21.61 0.00 42.59 10.66
35 14.55 4.66 21.61 0.00 43.84 8.00
3 9 17.53 0.07 0.06 0.00 0.12 0.12
35 17.53 0.07 0.06 0.00 0.14 0.15
63 1 12 19.06 14.82 6.52 0.01 13.11 29.17
36 19.06 14.82 6.52 0.01 12.96 30.11
2 12 10.64 1.67 24.02 0.00 48.16 3.83
36 10.64 1.67 24.02 0.00 47.91 2.86
3 12 11.35 0.18 0.05 0.00 0.09 0.32
36 11.35 0.18 0.05 0.00 0.10 0.40
64 1 13 3.50 17.17 2.97 0.01 5.95 34.44
37 3.50 17.17 2.97 0.01 5.94 34.25
2 13 15.09 0.77 24.04 0.00 48.22 1.80
37 15.09 0.77 24.04 0.00 47.94 1.28
3 13 9.54 0.06 0.04 0.00 0.08 0.11
37 9.54 0.06 0.04 0.00 0.09 0.13
65 1 15 0.00 17.42 0.00 0.01 0.00 34.78
38 0.00 17.42 0.00 0.01 0.00 34.90
2 15 12.71 0.00 23.96 0.00 48.03 0.00
38 12.71 0.00 23.96 0.00 47.80 0.00
3 15 10.32 0.00 0.04 0.00 0.08 0.00
38 10.32 0.00 0.04 0.00 0.09 0.00
66 1 17 3.50 17.17 2.97 0.01 5.95 34.44
39 3.50 17.17 2.97 0.01 5.94 34.25
STAAD SPACE -- PAGE NO. 40
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 17 15.09 0.77 24.04 0.00 48.22 1.80
39 15.09 0.77 24.04 0.00 47.94 1.28
3 17 9.54 0.06 0.04 0.00 0.08 0.11
39 9.54 0.06 0.04 0.00 0.09 0.13
67 1 19 19.06 14.82 6.52 0.01 13.11 29.17
40 19.06 14.82 6.52 0.01 12.96 30.11
2 19 10.64 1.67 24.02 0.00 48.16 3.83
40 10.64 1.67 24.02 0.00 47.91 2.86
3 19 11.35 0.18 0.05 0.00 0.09 0.32
40 11.35 0.18 0.05 0.00 0.10 0.40
68 1 22 21.82 32.07 8.78 0.02 17.02 49.11
41 21.82 32.07 8.78 0.02 18.11 80.15
2 22 28.71 16.68 40.36 0.00 78.66 39.23
41 28.71 16.68 40.36 0.00 82.77 27.55
3 22 15.14 0.16 0.13 0.00 0.24 0.25
41 15.14 0.16 0.13 0.00 0.28 0.50
69 1 23 4.80 69.20 5.92 0.02 11.81 119.83
42 4.80 69.20 5.92 0.02 11.88 157.08
2 23 28.84 1.29 44.29 0.00 87.69 2.89
42 28.84 1.29 44.29 0.00 89.48 2.27
3 23 9.63 0.24 0.11 0.00 0.20 0.36
42 9.63 0.24 0.11 0.00 0.23 0.59
70 1 25 0.00 67.95 0.00 0.02 0.00 117.15
43 0.00 67.95 0.00 0.02 0.00 154.77
2 25 29.47 0.00 43.85 0.00 86.69 0.00
43 29.47 0.00 43.85 0.00 88.72 0.00
3 25 8.41 0.00 0.11 0.00 0.21 0.00
43 8.41 0.00 0.11 0.00 0.24 0.00
71 1 27 4.80 69.20 5.92 0.02 11.81 119.83
44 4.80 69.20 5.92 0.02 11.88 157.08
2 27 28.84 1.29 44.29 0.00 87.69 2.89
44 28.84 1.29 44.29 0.00 89.48 2.27
3 27 9.63 0.24 0.11 0.00 0.20 0.36
44 9.63 0.24 0.11 0.00 0.23 0.59
72 1 29 21.82 32.07 8.78 0.02 17.02 49.11
45 21.82 32.07 8.78 0.02 18.11 80.15
2 29 28.71 16.68 40.36 0.00 78.66 39.23
45 28.71 16.68 40.36 0.00 82.77 27.55
3 29 15.14 0.16 0.13 0.00 0.24 0.25
45 15.14 0.16 0.13 0.00 0.28 0.50
STAAD SPACE -- PAGE NO. 41
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
73 1 31 1.47 2.49 0.12 0.00 0.30 7.55
32 1.47 2.49 0.12 0.00 0.30 4.93
2 31 2.42 0.73 0.00 0.00 0.01 2.85
32 2.42 0.73 0.00 0.00 0.00 0.80
3 31 0.35 0.07 0.00 0.00 0.00 0.15
32 0.35 0.07 0.00 0.00 0.00 0.19
74 1 32 0.48 1.55 0.12 0.00 0.31 3.75
33 0.48 1.55 0.12 0.00 0.31 4.00
2 32 2.09 0.11 0.00 0.00 0.00 0.42
33 2.09 0.11 0.00 0.00 0.00 0.12
3 32 0.55 0.05 0.00 0.00 0.00 0.12
33 0.55 0.05 0.00 0.00 0.00 0.11
75 1 33 0.48 1.55 0.12 0.00 0.31 4.00
34 0.48 1.55 0.12 0.00 0.31 3.75
2 33 2.09 0.11 0.00 0.00 0.00 0.12
34 2.09 0.11 0.00 0.00 0.00 0.42
3 33 0.55 0.05 0.00 0.00 0.00 0.11
34 0.55 0.05 0.00 0.00 0.00 0.12
77 1 34 1.47 2.49 0.12 0.00 0.30 4.93
35 1.47 2.49 0.12 0.00 0.30 7.55
2 34 2.42 0.73 0.00 0.00 0.00 0.80
35 2.42 0.73 0.00 0.00 0.01 2.85
3 34 0.35 0.07 0.00 0.00 0.00 0.19
35 0.35 0.07 0.00 0.00 0.00 0.15
79 1 31 1.13 1.56 0.18 0.00 0.36 5.30
36 1.13 1.56 0.18 0.00 0.36 1.72
2 31 2.21 3.31 0.01 0.00 0.02 9.67
36 2.21 3.31 0.01 0.00 0.00 3.59
3 31 0.20 0.13 0.00 0.00 0.00 0.14
36 0.20 0.13 0.00 0.00 0.00 0.41
80 1 32 0.14 0.27 0.18 0.00 0.36 0.52
37 0.14 0.27 0.18 0.00 0.36 0.58
2 32 0.91 0.98 0.00 0.00 0.00 3.17
37 0.91 0.98 0.00 0.00 0.00 0.75
3 32 0.06 0.06 0.00 0.00 0.00 0.03
37 0.06 0.06 0.00 0.00 0.00 0.21
81 1 33 0.00 0.00 0.18 0.00 0.36 0.00
38 0.00 0.00 0.18 0.00 0.36 0.00
STAAD SPACE -- PAGE NO. 42
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 33 0.44 1.44 0.00 0.00 0.00 4.34
38 0.44 1.44 0.00 0.00 0.00 1.42
3 33 0.05 0.06 0.00 0.00 0.00 0.06
38 0.05 0.06 0.00 0.00 0.00 0.25
82 1 34 0.14 0.27 0.18 0.00 0.36 0.52
39 0.14 0.27 0.18 0.00 0.36 0.58
2 34 0.91 0.98 0.00 0.00 0.00 3.17
39 0.91 0.98 0.00 0.00 0.00 0.75
3 34 0.06 0.06 0.00 0.00 0.00 0.03
39 0.06 0.06 0.00 0.00 0.00 0.21
83 1 35 1.13 1.56 0.18 0.00 0.36 5.30
40 1.13 1.56 0.18 0.00 0.36 1.72
2 35 2.21 3.31 0.01 0.00 0.02 9.67
40 2.21 3.31 0.01 0.00 0.00 3.59
3 35 0.20 0.13 0.00 0.00 0.00 0.14
40 0.20 0.13 0.00 0.00 0.00 0.41
84 1 36 0.24 0.88 0.12 0.00 0.30 2.16
37 0.24 0.88 0.12 0.00 0.30 2.35
2 36 0.26 0.02 0.00 0.00 0.00 0.42
37 0.26 0.02 0.00 0.00 0.00 0.43
3 36 0.02 0.03 0.00 0.00 0.00 0.07
37 0.02 0.03 0.00 0.00 0.00 0.12
85 1 37 0.35 0.94 0.12 0.00 0.31 2.18
38 0.35 0.94 0.12 0.00 0.31 2.54
2 37 0.30 0.02 0.00 0.00 0.00 0.16
38 0.30 0.02 0.00 0.00 0.00 0.10
3 37 0.02 0.03 0.00 0.00 0.00 0.08
38 0.02 0.03 0.00 0.00 0.00 0.10
86 1 38 0.35 0.94 0.12 0.00 0.31 2.54
39 0.35 0.94 0.12 0.00 0.31 2.18
2 38 0.30 0.02 0.00 0.00 0.00 0.10
39 0.30 0.02 0.00 0.00 0.00 0.16
3 38 0.02 0.03 0.00 0.00 0.00 0.10
39 0.02 0.03 0.00 0.00 0.00 0.08
88 1 39 0.24 0.88 0.12 0.00 0.30 2.35
40 0.24 0.88 0.12 0.00 0.30 2.16
2 39 0.26 0.02 0.00 0.00 0.00 0.43
40 0.26 0.02 0.00 0.00 0.00 0.42
3 39 0.02 0.03 0.00 0.00 0.00 0.12
40 0.02 0.03 0.00 0.00 0.00 0.07
STAAD SPACE -- PAGE NO. 43
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
90 1 36 1.74 3.43 0.18 0.01 0.36 2.11
41 1.74 3.43 0.18 0.01 0.35 11.66
2 36 0.73 5.68 0.00 0.00 0.01 5.65
41 0.73 5.68 0.00 0.00 0.01 17.08
3 36 0.20 0.12 0.00 0.00 0.00 0.37
41 0.20 0.12 0.00 0.00 0.00 0.14
91 1 37 0.17 0.22 0.18 0.01 0.35 0.18
42 0.17 0.22 0.18 0.01 0.36 0.72
2 37 0.51 1.76 0.00 0.00 0.00 0.38
42 0.51 1.76 0.00 0.00 0.00 6.68
3 37 0.06 0.06 0.00 0.00 0.00 0.21
42 0.06 0.06 0.00 0.00 0.00 0.04
92 1 38 0.00 0.00 0.18 0.01 0.36 0.00
43 0.00 0.00 0.18 0.01 0.36 0.00
2 38 0.58 2.49 0.00 0.00 0.00 1.63
43 0.58 2.49 0.00 0.00 0.00 8.32
3 38 0.05 0.06 0.00 0.00 0.00 0.23
43 0.05 0.06 0.00 0.00 0.00 0.04
93 1 39 0.17 0.22 0.18 0.01 0.35 0.18
44 0.17 0.22 0.18 0.01 0.36 0.72
2 39 0.51 1.76 0.00 0.00 0.00 0.38
44 0.51 1.76 0.00 0.00 0.00 6.68
3 39 0.06 0.06 0.00 0.00 0.00 0.21
44 0.06 0.06 0.00 0.00 0.00 0.04
94 1 40 1.74 3.43 0.18 0.01 0.36 2.11
45 1.74 3.43 0.18 0.01 0.35 11.66
2 40 0.73 5.68 0.00 0.00 0.01 5.65
45 0.73 5.68 0.00 0.00 0.01 17.08
3 40 0.20 0.12 0.00 0.00 0.00 0.37
45 0.20 0.12 0.00 0.00 0.00 0.14
95 1 41 2.54 8.57 0.12 0.01 0.29 22.98
42 2.54 8.57 0.12 0.01 0.30 19.86
2 41 2.89 0.45 0.00 0.00 0.00 1.58
42 2.89 0.45 0.00 0.00 0.00 0.68
3 41 0.34 0.04 0.00 0.00 0.00 0.08
42 0.34 0.04 0.00 0.00 0.00 0.11
96 1 42 0.13 7.20 0.13 0.00 0.32 17.97
43 0.13 7.20 0.13 0.00 0.32 18.04
STAAD SPACE -- PAGE NO. 44
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 42 2.42 0.04 0.00 0.00 0.00 0.12
43 2.42 0.04 0.00 0.00 0.00 0.08
3 42 0.55 0.02 0.00 0.00 0.00 0.06
43 0.55 0.02 0.00 0.00 0.00 0.06
97 1 43 0.13 7.20 0.13 0.00 0.32 18.04
44 0.13 7.20 0.13 0.00 0.32 17.97
2 43 2.42 0.04 0.00 0.00 0.00 0.08
44 2.42 0.04 0.00 0.00 0.00 0.12
3 43 0.55 0.02 0.00 0.00 0.00 0.06
44 0.55 0.02 0.00 0.00 0.00 0.06
99 1 44 2.54 8.57 0.12 0.01 0.30 19.86
45 2.54 8.57 0.12 0.01 0.29 22.98
2 44 2.89 0.45 0.00 0.00 0.00 0.68
45 2.89 0.45 0.00 0.00 0.00 1.58
3 44 0.34 0.04 0.00 0.00 0.00 0.11
45 0.34 0.04 0.00 0.00 0.00 0.08
************** END OF LATEST ANALYSIS RESULT **************
158. PRINT ELEMENT JOINT STRESSES
ELEMENT JOINT STRESSES
STAAD SPACE -- PAGE NO. 45
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
50 1 25.03 6.33 2.65 3.23 1.19
249.33 234.33 6.64 3.39 3.88
286.20 269.40
TOP : SMAX= 286.20 SMIN= 116.11 TMAX= 85.05 ANGLE= 51.0
BOTT: SMAX= -112.84 SMIN= -269.40 TMAX= 78.28 ANGLE=-37.2
JOINT 39.41 14.77 25.92 13.01 6.19
2 1669.46 1647.55 7.81 8.24 6.50
TOP : SMAX= 1906.34 SMIN= 705.19 TMAX= 600.58 ANGLE= 22.1
BOTT: SMAX= -697.82 SMIN= -1881.62 TMAX= 591.90 ANGLE=-68.3
JOINT 39.41 2.44 18.64 0.97 6.84
3 1459.30 1433.47 12.85 5.00 4.32
TOP : SMAX= 1413.17 SMIN= -88.26 TMAX= 750.72 ANGLE= 18.9
BOTT: SMAX= 94.61 SMIN= -1383.82 TMAX= 739.21 ANGLE=-71.2
JOINT 10.87 2.44 2.55 2.68 3.81
13 481.26 465.08 6.84 3.67 3.85
TOP : SMAX= 437.37 SMIN= -78.20 TMAX= 257.79 ANGLE= 45.3
BOTT: SMAX= 81.07 SMIN= -419.22 TMAX= 250.15 ANGLE=-44.3
JOINT 10.87 14.77 2.99 5.50 4.46
12 615.39 595.53 3.59 10.64 3.49
TOP : SMAX= 603.48 SMIN= -23.16 TMAX= 313.32 ANGLE= 53.1
BOTT: SMAX= 28.77 SMIN= -580.63 TMAX= 304.70 ANGLE=-37.4
2 1.16 34.32 0.95 9.01 0.70
581.76 573.12 1.47 4.81 0.76
609.62 599.79
TOP : SMAX= 609.62 SMIN= 60.44 TMAX= 274.59 ANGLE= 85.0
BOTT: SMAX= -57.71 SMIN= -599.79 TMAX= 271.04 ANGLE= -4.9
JOINT 2.51 51.80 1.28 38.53 5.82
2 2619.90 2610.02 2.81 5.20 2.70
TOP : SMAX= 2633.75 SMIN= 27.93 TMAX= 1302.91 ANGLE= 81.3
BOTT: SMAX= -23.83 SMIN= -2621.85 TMAX= 1299.01 ANGLE= -8.6
JOINT 2.51 16.85 2.99 11.86 3.96
3 854.00 839.31 3.01 2.73 6.22
TOP : SMAX= 898.48 SMIN= 97.30 TMAX= 400.59 ANGLE= 68.8
BOTT: SMAX= -99.63 SMIN= -884.68 TMAX= 392.53 ANGLE=-20.5
JOINT 0.19 16.85 2.60 0.09 4.41
13 543.59 531.45 0.37 4.43 4.03
TOP : SMAX= 401.33 SMIN= -217.30 TMAX= 309.31 ANGLE= 37.3
BOTT: SMAX= 215.45 SMIN= -389.89 TMAX= 302.67 ANGLE=-53.2
JOINT 0.19 51.80 2.90 14.29 5.37
12 1084.31 1055.92 3.08 12.30 5.16
TOP : SMAX= 1109.32 SMIN= 51.88 TMAX= 528.72 ANGLE= 68.3
BOTT: SMAX= -50.27 SMIN= -1080.15 TMAX= 514.94 ANGLE=-21.6
3 0.08 0.21 0.02 0.10 0.04
9.93 7.71 2.63 0.05 1.81
10.21 8.34
TOP : SMAX= 10.21 SMIN= 0.58 TMAX= 4.81 ANGLE= 53.9
BOTT: SMAX= 1.46 SMIN= -6.88 TMAX= 4.17 ANGLE= -6.7
STAAD SPACE -- PAGE NO. 46
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.15 0.43 0.12 0.13 0.07
2 13.83 9.73 4.12 1.65 0.05
TOP : SMAX= 15.88 SMIN= 6.49 TMAX= 4.70 ANGLE= 38.2
BOTT: SMAX= -0.75 SMIN= -10.08 TMAX= 4.67 ANGLE=-36.5
JOINT 0.15 0.26 0.15 0.09 0.07
3 19.77 7.86 9.66 2.15 0.77
TOP : SMAX= 22.04 SMIN= 5.89 TMAX= 8.08 ANGLE= 21.8
BOTT: SMAX= 2.22 SMIN= -6.52 TMAX= 4.37 ANGLE=-33.8
JOINT 0.28 0.26 0.20 0.24 0.04
13 19.47 13.30 1.16 1.57 3.65
TOP : SMAX= 22.37 SMIN= 9.24 TMAX= 6.57 ANGLE= 51.6
BOTT: SMAX= -11.65 SMIN= -14.48 TMAX= 1.41 ANGLE= 20.1
JOINT 0.28 0.43 0.15 0.37 0.02
12 25.50 20.90 4.40 2.24 4.38
TOP : SMAX= 29.27 SMIN= 11.89 TMAX= 8.69 ANGLE= 68.5
BOTT: SMAX= -4.96 SMIN= -22.94 TMAX= 8.99 ANGLE= 9.2
51 1 18.44 0.70 0.51 0.23 1.48
189.37 158.03 3.14 0.55 8.90
216.49 180.55
TOP : SMAX= 134.88 SMIN= -81.61 TMAX= 108.24 ANGLE= 42.2
BOTT: SMAX= 67.33 SMIN= -113.22 TMAX= 90.27 ANGLE=-47.5
JOINT 28.02 3.32 14.69 3.57 5.50
3 1103.98 1074.23 11.13 2.83 6.67
TOP : SMAX= 1144.80 SMIN= 86.76 TMAX= 529.02 ANGLE= 22.4
BOTT: SMAX= -88.08 SMIN= -1115.56 TMAX= 513.74 ANGLE=-67.8
JOINT 28.02 3.69 16.36 3.30 5.90
5 1220.29 1198.50 5.66 2.76 7.22
TOP : SMAX= 1252.39 SMIN= 66.95 TMAX= 592.72 ANGLE= 21.3
BOTT: SMAX= -70.36 SMIN= -1232.13 TMAX= 580.89 ANGLE=-69.2
JOINT 11.15 3.69 4.97 1.25 3.11
15 484.89 449.25 5.14 2.12 11.27
TOP : SMAX= 463.03 SMIN= -41.10 TMAX= 252.06 ANGLE= 30.0
BOTT: SMAX= 27.48 SMIN= -434.88 TMAX= 231.18 ANGLE=-61.0
JOINT 11.15 3.32 4.38 1.44 3.45
13 490.35 459.13 1.08 3.52 10.61
TOP : SMAX= 455.82 SMIN= -62.98 TMAX= 259.40 ANGLE= 34.1
BOTT: SMAX= 49.02 SMIN= -432.65 TMAX= 240.83 ANGLE=-57.1
2 1.50 21.29 1.64 6.64 0.30
403.14 398.99 2.31 2.80 0.09
446.79 441.17
TOP : SMAX= 446.79 SMIN= 110.23 TMAX= 168.28 ANGLE= 86.6
BOTT: SMAX= -105.62 SMIN= -441.17 TMAX= 167.78 ANGLE= -3.4
JOINT 1.05 16.70 3.77 13.53 3.21
3 888.88 886.23 5.77 2.39 0.74
TOP : SMAX= 969.20 SMIN= 192.04 TMAX= 388.58 ANGLE= 73.2
BOTT: SMAX= -181.86 SMIN= -963.06 TMAX= 390.60 ANGLE=-16.6
STAAD SPACE -- PAGE NO. 47
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 1.05 25.88 2.92 19.64 3.24
5 1281.06 1277.39 4.66 3.47 0.44
TOP : SMAX= 1353.09 SMIN= 158.88 TMAX= 597.10 ANGLE= 79.4
BOTT: SMAX= -149.96 SMIN= -1345.74 TMAX= 597.89 ANGLE=-10.6
JOINT 1.95 25.88 1.17 5.62 3.81
15 559.69 554.70 1.16 3.26 0.56
TOP : SMAX= 523.35 SMIN= -66.70 TMAX= 295.02 ANGLE= 60.2
BOTT: SMAX= 69.09 SMIN= -516.91 TMAX= 293.00 ANGLE=-29.9
JOINT 1.95 16.70 1.02 0.98 2.64
13 313.46 311.86 0.67 2.26 0.29
TOP : SMAX= 244.95 SMIN= -108.30 TMAX= 176.63 ANGLE= 44.9
BOTT: SMAX= 110.66 SMIN= -241.44 TMAX= 176.05 ANGLE=-45.4
3 0.11 0.25 0.03 0.12 0.01
8.91 10.28 6.39 0.34 0.96
10.18 11.74
TOP : SMAX= 10.18 SMIN= 6.33 TMAX= 1.93 ANGLE= 42.3
BOTT: SMAX= 4.35 SMIN= -7.39 TMAX= 5.87 ANGLE= 0.0
JOINT 0.13 0.27 0.09 0.04 0.06
3 19.21 9.42 12.60 0.39 0.93
TOP : SMAX= 20.09 SMIN= 1.90 TMAX= 9.09 ANGLE= 15.8
BOTT: SMAX= 7.31 SMIN= -3.33 TMAX= 5.32 ANGLE=-16.5
JOINT 0.13 0.29 0.09 0.06 0.04
5 18.46 10.57 13.61 0.87 0.20
TOP : SMAX= 20.16 SMIN= 4.07 TMAX= 8.05 ANGLE= 11.3
BOTT: SMAX= 8.32 SMIN= -3.58 TMAX= 5.95 ANGLE=-13.4
JOINT 0.20 0.29 0.14 0.27 0.04
15 17.08 15.63 0.25 0.30 0.99
TOP : SMAX= 19.65 SMIN= 8.34 TMAX= 5.65 ANGLE= 70.2
BOTT: SMAX= -8.84 SMIN= -18.04 TMAX= 4.60 ANGLE=-10.2
JOINT 0.20 0.27 0.12 0.23 0.06
13 16.89 13.87 0.84 0.19 1.73
TOP : SMAX= 18.92 SMIN= 5.35 TMAX= 6.78 ANGLE= 60.8
BOTT: SMAX= -6.30 SMIN= -15.90 TMAX= 4.80 ANGLE=-14.5
52 1 18.44 0.70 0.51 0.23 1.48
189.37 158.03 3.14 0.55 8.90
216.49 180.55
TOP : SMAX= 134.88 SMIN= -81.61 TMAX= 108.24 ANGLE= 42.2
BOTT: SMAX= 67.33 SMIN= -113.22 TMAX= 90.27 ANGLE=-47.5
JOINT 28.02 3.69 16.36 3.30 5.90
5 1220.29 1198.50 5.66 2.76 7.22
TOP : SMAX= 1252.39 SMIN= 66.95 TMAX= 592.72 ANGLE= 21.3
BOTT: SMAX= -70.36 SMIN= -1232.13 TMAX= 580.89 ANGLE=-69.2
JOINT 28.02 3.32 14.69 3.57 5.50
7 1103.98 1074.23 11.13 2.83 6.67
TOP : SMAX= 1144.80 SMIN= 86.76 TMAX= 529.02 ANGLE= 22.4
BOTT: SMAX= -88.08 SMIN= -1115.56 TMAX= 513.74 ANGLE=-67.8
STAAD SPACE -- PAGE NO. 48
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 11.15 3.32 4.38 1.44 3.45
17 490.35 459.13 1.08 3.52 10.61
TOP : SMAX= 455.82 SMIN= -62.98 TMAX= 259.40 ANGLE= 34.1
BOTT: SMAX= 49.02 SMIN= -432.65 TMAX= 240.83 ANGLE=-57.1
JOINT 11.15 3.69 4.97 1.25 3.11
15 484.89 449.25 5.14 2.12 11.27
TOP : SMAX= 463.03 SMIN= -41.10 TMAX= 252.06 ANGLE= 30.0
BOTT: SMAX= 27.48 SMIN= -434.88 TMAX= 231.18 ANGLE=-61.0
2 1.50 21.29 1.64 6.64 0.30
403.14 398.99 2.31 2.80 0.09
446.79 441.17
TOP : SMAX= 446.79 SMIN= 110.23 TMAX= 168.28 ANGLE= 86.6
BOTT: SMAX= -105.62 SMIN= -441.17 TMAX= 167.78 ANGLE= -3.4
JOINT 1.05 25.88 2.92 19.64 3.24
5 1281.06 1277.39 4.66 3.47 0.44
TOP : SMAX= 1353.09 SMIN= 158.88 TMAX= 597.10 ANGLE= 79.4
BOTT: SMAX= -149.96 SMIN= -1345.74 TMAX= 597.89 ANGLE=-10.6
JOINT 1.05 16.70 3.77 13.53 3.21
7 888.88 886.23 5.77 2.39 0.74
TOP : SMAX= 969.20 SMIN= 192.04 TMAX= 388.58 ANGLE= 73.2
BOTT: SMAX= -181.86 SMIN= -963.06 TMAX= 390.60 ANGLE=-16.6
JOINT 1.95 16.70 1.02 0.98 2.64
17 313.46 311.86 0.67 2.26 0.29
TOP : SMAX= 244.95 SMIN= -108.30 TMAX= 176.63 ANGLE= 44.9
BOTT: SMAX= 110.66 SMIN= -241.44 TMAX= 176.05 ANGLE=-45.4
JOINT 1.95 25.88 1.17 5.62 3.81
15 559.69 554.70 1.16 3.26 0.56
TOP : SMAX= 523.35 SMIN= -66.70 TMAX= 295.02 ANGLE= 60.2
BOTT: SMAX= 69.09 SMIN= -516.91 TMAX= 293.00 ANGLE=-29.9
3 0.11 0.25 0.03 0.12 0.01
8.91 10.28 6.39 0.34 0.96
10.18 11.74
TOP : SMAX= 10.18 SMIN= 6.33 TMAX= 1.93 ANGLE= 42.3
BOTT: SMAX= 4.35 SMIN= -7.39 TMAX= 5.87 ANGLE= 0.0
JOINT 0.13 0.29 0.09 0.06 0.04
5 18.46 10.57 13.61 0.87 0.20
TOP : SMAX= 20.16 SMIN= 4.07 TMAX= 8.05 ANGLE= 11.3
BOTT: SMAX= 8.32 SMIN= -3.58 TMAX= 5.95 ANGLE=-13.4
JOINT 0.13 0.27 0.09 0.04 0.06
7 19.21 9.42 12.60 0.39 0.93
TOP : SMAX= 20.09 SMIN= 1.90 TMAX= 9.09 ANGLE= 15.8
BOTT: SMAX= 7.31 SMIN= -3.33 TMAX= 5.32 ANGLE=-16.5
JOINT 0.20 0.27 0.12 0.23 0.06
17 16.89 13.87 0.84 0.19 1.73
TOP : SMAX= 18.92 SMIN= 5.35 TMAX= 6.78 ANGLE= 60.8
BOTT: SMAX= -6.30 SMIN= -15.90 TMAX= 4.80 ANGLE=-14.5
JOINT 0.20 0.29 0.14 0.27 0.04
15 17.08 15.63 0.25 0.30 0.99
TOP : SMAX= 19.65 SMIN= 8.34 TMAX= 5.65 ANGLE= 70.2
BOTT: SMAX= -8.84 SMIN= -18.04 TMAX= 4.60 ANGLE=-10.2
STAAD SPACE -- PAGE NO. 49
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
53 1 25.03 6.33 2.65 3.23 1.19
249.33 234.33 6.64 3.39 3.88
286.20 269.40
TOP : SMAX= 286.20 SMIN= 116.11 TMAX= 85.05 ANGLE= 51.0
BOTT: SMAX= -112.84 SMIN= -269.40 TMAX= 78.28 ANGLE=-37.2
JOINT 39.41 2.44 18.64 0.97 6.84
7 1459.30 1433.47 12.85 5.00 4.32
TOP : SMAX= 1413.17 SMIN= -88.26 TMAX= 750.72 ANGLE= 18.9
BOTT: SMAX= 94.61 SMIN= -1383.82 TMAX= 739.21 ANGLE=-71.2
JOINT 39.41 14.77 25.92 13.01 6.19
9 1669.46 1647.55 7.81 8.24 6.50
TOP : SMAX= 1906.34 SMIN= 705.19 TMAX= 600.58 ANGLE= 22.1
BOTT: SMAX= -697.82 SMIN= -1881.62 TMAX= 591.90 ANGLE=-68.3
JOINT 10.87 14.77 2.99 5.50 4.46
19 615.39 595.53 3.59 10.64 3.49
TOP : SMAX= 603.48 SMIN= -23.16 TMAX= 313.32 ANGLE= 53.1
BOTT: SMAX= 28.77 SMIN= -580.63 TMAX= 304.70 ANGLE=-37.4
JOINT 10.87 2.44 2.55 2.68 3.81
17 481.26 465.08 6.84 3.67 3.85
TOP : SMAX= 437.37 SMIN= -78.20 TMAX= 257.79 ANGLE= 45.3
BOTT: SMAX= 81.07 SMIN= -419.22 TMAX= 250.15 ANGLE=-44.3
2 1.16 34.32 0.95 9.01 0.70
581.76 573.12 1.47 4.81 0.76
609.62 599.79
TOP : SMAX= 609.62 SMIN= 60.44 TMAX= 274.59 ANGLE= 85.0
BOTT: SMAX= -57.71 SMIN= -599.79 TMAX= 271.04 ANGLE= -4.9
JOINT 2.51 16.85 2.99 11.86 3.96
7 854.00 839.31 3.01 2.73 6.22
TOP : SMAX= 898.48 SMIN= 97.30 TMAX= 400.59 ANGLE= 68.8
BOTT: SMAX= -99.63 SMIN= -884.68 TMAX= 392.53 ANGLE=-20.5
JOINT 2.51 51.80 1.28 38.53 5.82
9 2619.90 2610.02 2.81 5.20 2.70
TOP : SMAX= 2633.75 SMIN= 27.93 TMAX= 1302.91 ANGLE= 81.3
BOTT: SMAX= -23.83 SMIN= -2621.85 TMAX= 1299.01 ANGLE= -8.6
JOINT 0.19 51.80 2.90 14.29 5.37
19 1084.31 1055.92 3.08 12.30 5.16
TOP : SMAX= 1109.32 SMIN= 51.88 TMAX= 528.72 ANGLE= 68.3
BOTT: SMAX= -50.27 SMIN= -1080.15 TMAX= 514.94 ANGLE=-21.6
JOINT 0.19 16.85 2.60 0.09 4.41
17 543.59 531.45 0.37 4.43 4.03
TOP : SMAX= 401.33 SMIN= -217.30 TMAX= 309.31 ANGLE= 37.3
BOTT: SMAX= 215.45 SMIN= -389.89 TMAX= 302.67 ANGLE=-53.2
3 0.08 0.21 0.02 0.10 0.04
9.93 7.71 2.63 0.05 1.81
10.21 8.34
TOP : SMAX= 10.21 SMIN= 0.58 TMAX= 4.81 ANGLE= 53.9
BOTT: SMAX= 1.46 SMIN= -6.88 TMAX= 4.17 ANGLE= -6.7
STAAD SPACE -- PAGE NO. 50
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.15 0.26 0.15 0.09 0.07
7 19.77 7.86 9.66 2.15 0.77
TOP : SMAX= 22.04 SMIN= 5.89 TMAX= 8.08 ANGLE= 21.8
BOTT: SMAX= 2.22 SMIN= -6.52 TMAX= 4.37 ANGLE=-33.8
JOINT 0.15 0.43 0.12 0.13 0.07
9 13.83 9.73 4.12 1.65 0.05
TOP : SMAX= 15.88 SMIN= 6.49 TMAX= 4.70 ANGLE= 38.2
BOTT: SMAX= -0.75 SMIN= -10.08 TMAX= 4.67 ANGLE=-36.5
JOINT 0.28 0.43 0.15 0.37 0.02
19 25.50 20.90 4.40 2.24 4.38
TOP : SMAX= 29.27 SMIN= 11.89 TMAX= 8.69 ANGLE= 68.5
BOTT: SMAX= -4.96 SMIN= -22.94 TMAX= 8.99 ANGLE= 9.2
JOINT 0.28 0.26 0.20 0.24 0.04
17 19.47 13.30 1.16 1.57 3.65
TOP : SMAX= 22.37 SMIN= 9.24 TMAX= 6.57 ANGLE= 51.6
BOTT: SMAX= -11.65 SMIN= -14.48 TMAX= 1.41 ANGLE= 20.1
54 1 43.06 13.99 1.24 5.15 3.66
543.11 506.30 12.17 3.54 13.21
572.96 534.50
TOP : SMAX= 507.29 SMIN= -65.67 TMAX= 286.48 ANGLE= 58.1
BOTT: SMAX= 62.15 SMIN= -472.35 TMAX= 267.25 ANGLE=-29.9
JOINT 12.54 21.19 7.06 3.30 6.99
12 923.40 886.20 23.06 11.02 6.21
TOP : SMAX= 852.57 SMIN= -128.24 TMAX= 490.41 ANGLE= 37.2
BOTT: SMAX= 147.20 SMIN= -803.38 TMAX= 475.29 ANGLE=-52.3
JOINT 12.54 6.92 7.10 0.98 5.17
13 756.83 730.91 7.83 15.59 8.57
TOP : SMAX= 686.75 SMIN= -124.68 TMAX= 405.72 ANGLE= 30.2
BOTT: SMAX= 137.29 SMIN= -652.53 TMAX= 394.91 ANGLE=-60.9
JOINT 76.73 6.92 44.34 5.64 14.24
23 3288.69 3183.61 47.35 17.88 20.59
TOP : SMAX= 3324.36 SMIN= 72.55 TMAX= 1625.91 ANGLE= 18.3
BOTT: SMAX= -55.47 SMIN= -3210.98 TMAX= 1577.75 ANGLE=-72.0
JOINT 76.73 21.19 45.29 18.73 11.74
22 2996.06 2917.13 32.15 8.74 17.88
TOP : SMAX= 3356.45 SMIN= 952.23 TMAX= 1202.11 ANGLE= 20.9
BOTT: SMAX= -952.56 SMIN= -3274.34 TMAX= 1160.89 ANGLE=-69.4
2 8.55 67.56 2.79 16.20 1.23
1016.68 1003.64 2.14 7.40 0.14
1094.82 1080.04
TOP : SMAX= 1094.82 SMIN= 180.44 TMAX= 457.19 ANGLE= 84.8
BOTT: SMAX= -176.13 SMIN= -1080.04 TMAX= 451.96 ANGLE= -5.2
JOINT 7.66 95.23 1.11 26.38 8.29
12 1995.38 1946.49 19.14 25.55 11.83
TOP : SMAX= 1955.25 SMIN= -77.98 TMAX= 1016.62 ANGLE= 73.1
BOTT: SMAX= 104.33 SMIN= -1892.22 TMAX= 998.28 ANGLE=-16.4
STAAD SPACE -- PAGE NO. 51
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 7.66 39.89 3.33 4.71 11.25
13 1333.47 1324.56 1.51 3.73 2.25
TOP : SMAX= 1024.67 SMIN= -482.99 TMAX= 753.83 ANGLE= 46.8
BOTT: SMAX= 483.60 SMIN= -1014.80 TMAX= 749.20 ANGLE=-43.3
JOINT 9.45 39.89 3.15 26.41 5.83
23 1806.20 1786.74 21.66 11.02 11.81
TOP : SMAX= 1869.30 SMIN= 133.60 TMAX= 867.85 ANGLE= 76.3
BOTT: SMAX= -102.00 SMIN= -1835.55 TMAX= 866.78 ANGLE=-12.9
JOINT 9.45 95.23 10.22 69.49 13.71
22 4628.34 4596.05 5.26 17.88 2.31
TOP : SMAX= 4851.88 SMIN= 485.32 TMAX= 2183.28 ANGLE= 77.6
BOTT: SMAX= -475.58 SMIN= -4815.35 TMAX= 2169.89 ANGLE=-12.4
3 0.23 0.27 0.02 0.09 0.03
8.59 7.05 2.51 0.05 1.88
8.98 7.67
TOP : SMAX= 8.98 SMIN= 0.83 TMAX= 4.07 ANGLE= 54.9
BOTT: SMAX= 1.49 SMIN= -6.18 TMAX= 3.84 ANGLE= -0.5
JOINT 0.29 0.45 0.12 0.35 0.04
12 24.51 19.80 4.21 1.86 4.25
TOP : SMAX= 27.85 SMIN= 9.57 TMAX= 9.14 ANGLE= 66.6
BOTT: SMAX= -3.84 SMIN= -21.44 TMAX= 8.80 ANGLE= 6.0
JOINT 0.29 0.26 0.18 0.22 0.08
13 21.18 12.37 1.07 1.47 3.71
TOP : SMAX= 23.41 SMIN= 5.58 TMAX= 8.91 ANGLE= 50.4
BOTT: SMAX= -10.11 SMIN= -13.80 TMAX= 1.85 ANGLE=-23.3
JOINT 0.25 0.26 0.13 0.08 0.08
23 19.00 9.30 9.23 1.90 0.51
TOP : SMAX= 20.82 SMIN= 4.41 TMAX= 8.20 ANGLE= 23.6
BOTT: SMAX= 3.81 SMIN= -6.78 TMAX= 5.30 ANGLE=-35.3
JOINT 0.25 0.45 0.14 0.15 0.09
22 16.28 12.51 3.96 1.43 0.11
TOP : SMAX= 18.56 SMIN= 6.67 TMAX= 5.95 ANGLE= 40.7
BOTT: SMAX= -1.32 SMIN= -13.11 TMAX= 5.90 ANGLE=-37.0
55 1 43.80 2.76 0.16 0.34 4.30
521.26 472.46 5.53 0.43 14.09
601.46 545.31
TOP : SMAX= 320.50 SMIN= -280.96 TMAX= 300.73 ANGLE= 45.3
BOTT: SMAX= 258.85 SMIN= -286.46 TMAX= 272.66 ANGLE=-44.1
JOINT 12.04 8.85 4.43 1.71 6.14
13 785.45 722.99 5.29 1.22 18.19
TOP : SMAX= 645.32 SMIN= -229.24 TMAX= 437.28 ANGLE= 38.9
BOTT: SMAX= 199.34 SMIN= -602.41 TMAX= 400.88 ANGLE=-51.4
JOINT 12.04 7.52 5.17 1.13 6.12
15 802.64 744.85 4.93 1.88 17.17
TOP : SMAX= 660.05 SMIN= -233.43 TMAX= 446.74 ANGLE= 36.1
BOTT: SMAX= 206.68 SMIN= -619.69 TMAX= 413.18 ANGLE=-54.4
STAAD SPACE -- PAGE NO. 52
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 75.82 7.52 43.56 7.61 14.74
25 3194.55 3166.08 6.09 1.11 10.24
TOP : SMAX= 3267.53 SMIN= 151.34 TMAX= 1558.09 ANGLE= 19.8
BOTT: SMAX= -160.98 SMIN= -3243.50 TMAX= 1541.26 ANGLE=-70.4
JOINT 75.82 8.85 43.50 8.62 14.69
23 3177.37 3130.97 15.92 1.68 11.25
TOP : SMAX= 3278.60 SMIN= 213.19 TMAX= 1532.70 ANGLE= 20.1
BOTT: SMAX= -220.98 SMIN= -3235.60 TMAX= 1507.31 ANGLE=-70.0
2 1.67 45.35 1.74 11.48 0.10
720.11 708.83 3.82 7.14 0.08
772.57 758.29
TOP : SMAX= 772.57 SMIN= 120.00 TMAX= 326.29 ANGLE= 89.4
BOTT: SMAX= -112.36 SMIN= -758.29 TMAX= 322.97 ANGLE= -0.6
JOINT 1.87 40.93 2.96 7.46 7.31
13 953.49 945.71 0.88 9.11 0.07
TOP : SMAX= 863.92 SMIN= -159.12 TMAX= 511.52 ANGLE= 53.8
BOTT: SMAX= 166.55 SMIN= -851.37 TMAX= 508.96 ANGLE=-36.7
JOINT 1.87 49.78 1.29 11.77 6.62
15 1072.10 1063.42 0.69 5.55 0.55
TOP : SMAX= 1003.32 SMIN= -126.37 TMAX= 564.84 ANGLE= 64.3
BOTT: SMAX= 128.73 SMIN= -993.19 TMAX= 560.96 ANGLE=-25.9
JOINT 1.47 49.78 6.15 35.61 7.50
25 2365.06 2359.80 6.85 5.19 0.18
TOP : SMAX= 2499.31 SMIN= 296.47 TMAX= 1101.42 ANGLE= 76.5
BOTT: SMAX= -283.11 SMIN= -2488.58 TMAX= 1102.74 ANGLE=-13.5
JOINT 1.47 40.93 5.07 29.55 6.43
23 1975.71 1963.92 7.75 8.73 0.70
TOP : SMAX= 2084.73 SMIN= 239.95 TMAX= 922.39 ANGLE= 76.1
BOTT: SMAX= -224.98 SMIN= -2066.73 TMAX= 920.87 ANGLE=-13.8
3 0.11 0.26 0.03 0.10 0.01
8.00 9.21 6.15 0.33 0.99
9.17 10.58
TOP : SMAX= 9.17 SMIN= 5.56 TMAX= 1.80 ANGLE= 36.2
BOTT: SMAX= 4.40 SMIN= -6.18 TMAX= 5.29 ANGLE= 1.4
JOINT 0.19 0.28 0.11 0.22 0.04
13 14.64 12.36 1.01 0.20 1.75
TOP : SMAX= 16.72 SMIN= 6.19 TMAX= 5.26 ANGLE= 63.1
BOTT: SMAX= -6.25 SMIN= -14.24 TMAX= 3.99 ANGLE= -5.4
JOINT 0.19 0.29 0.13 0.25 0.05
15 16.63 14.80 0.18 0.27 1.01
TOP : SMAX= 18.97 SMIN= 6.91 TMAX= 6.03 ANGLE= 64.7
BOTT: SMAX= -7.92 SMIN= -17.08 TMAX= 4.58 ANGLE=-17.7
JOINT 0.10 0.29 0.07 0.06 0.04
25 16.77 11.51 13.30 0.84 0.25
TOP : SMAX= 18.50 SMIN= 4.31 TMAX= 7.10 ANGLE= 12.1
BOTT: SMAX= 9.19 SMIN= -3.71 TMAX= 6.45 ANGLE=-11.0
JOINT 0.10 0.28 0.06 0.07 0.07
23 17.62 12.60 12.32 0.38 0.98
TOP : SMAX= 18.92 SMIN= 2.98 TMAX= 7.97 ANGLE= 22.2
BOTT: SMAX= 8.96 SMIN= -5.46 TMAX= 7.21 ANGLE=-15.1
STAAD SPACE -- PAGE NO. 53
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
56 1 43.80 2.76 0.16 0.34 4.30
521.26 472.46 5.53 0.43 14.09
601.46 545.31
TOP : SMAX= 320.50 SMIN= -280.96 TMAX= 300.73 ANGLE= 45.3
BOTT: SMAX= 258.85 SMIN= -286.46 TMAX= 272.66 ANGLE=-44.1
JOINT 12.04 7.52 5.17 1.13 6.12
15 802.64 744.85 4.93 1.88 17.17
TOP : SMAX= 660.05 SMIN= -233.43 TMAX= 446.74 ANGLE= 36.1
BOTT: SMAX= 206.68 SMIN= -619.69 TMAX= 413.18 ANGLE=-54.4
JOINT 12.04 8.85 4.43 1.71 6.14
17 785.45 722.99 5.29 1.22 18.19
TOP : SMAX= 645.32 SMIN= -229.24 TMAX= 437.28 ANGLE= 38.9
BOTT: SMAX= 199.34 SMIN= -602.41 TMAX= 400.88 ANGLE=-51.4
JOINT 75.82 8.85 43.50 8.62 14.69
27 3177.37 3130.97 15.92 1.68 11.25
TOP : SMAX= 3278.60 SMIN= 213.19 TMAX= 1532.70 ANGLE= 20.1
BOTT: SMAX= -220.98 SMIN= -3235.60 TMAX= 1507.31 ANGLE=-70.0
JOINT 75.82 7.52 43.56 7.61 14.74
25 3194.55 3166.08 6.09 1.11 10.24
TOP : SMAX= 3267.53 SMIN= 151.34 TMAX= 1558.09 ANGLE= 19.8
BOTT: SMAX= -160.98 SMIN= -3243.50 TMAX= 1541.26 ANGLE=-70.4
2 1.67 45.35 1.74 11.48 0.10
720.11 708.83 3.82 7.14 0.08
772.57 758.29
TOP : SMAX= 772.57 SMIN= 120.00 TMAX= 326.29 ANGLE= 89.4
BOTT: SMAX= -112.36 SMIN= -758.29 TMAX= 322.97 ANGLE= -0.6
JOINT 1.87 49.78 1.29 11.77 6.62
15 1072.10 1063.42 0.69 5.55 0.55
TOP : SMAX= 1003.32 SMIN= -126.37 TMAX= 564.84 ANGLE= 64.3
BOTT: SMAX= 128.73 SMIN= -993.19 TMAX= 560.96 ANGLE=-25.9
JOINT 1.87 40.93 2.96 7.46 7.31
17 953.49 945.71 0.88 9.11 0.07
TOP : SMAX= 863.92 SMIN= -159.12 TMAX= 511.52 ANGLE= 53.8
BOTT: SMAX= 166.55 SMIN= -851.37 TMAX= 508.96 ANGLE=-36.7
JOINT 1.47 40.93 5.07 29.55 6.43
27 1975.71 1963.92 7.75 8.73 0.70
TOP : SMAX= 2084.73 SMIN= 239.95 TMAX= 922.39 ANGLE= 76.1
BOTT: SMAX= -224.98 SMIN= -2066.73 TMAX= 920.87 ANGLE=-13.8
JOINT 1.47 49.78 6.15 35.61 7.50
25 2365.06 2359.80 6.85 5.19 0.18
TOP : SMAX= 2499.31 SMIN= 296.47 TMAX= 1101.42 ANGLE= 76.5
BOTT: SMAX= -283.11 SMIN= -2488.58 TMAX= 1102.74 ANGLE=-13.5
3 0.11 0.26 0.03 0.10 0.01
8.00 9.21 6.15 0.33 0.99
9.17 10.58
TOP : SMAX= 9.17 SMIN= 5.56 TMAX= 1.80 ANGLE= 36.2
BOTT: SMAX= 4.40 SMIN= -6.18 TMAX= 5.29 ANGLE= 1.4
STAAD SPACE -- PAGE NO. 54
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.19 0.29 0.13 0.25 0.05
15 16.63 14.80 0.18 0.27 1.01
TOP : SMAX= 18.97 SMIN= 6.91 TMAX= 6.03 ANGLE= 64.7
BOTT: SMAX= -7.92 SMIN= -17.08 TMAX= 4.58 ANGLE=-17.7
JOINT 0.19 0.28 0.11 0.22 0.04
17 14.64 12.36 1.01 0.20 1.75
TOP : SMAX= 16.72 SMIN= 6.19 TMAX= 5.26 ANGLE= 63.1
BOTT: SMAX= -6.25 SMIN= -14.24 TMAX= 3.99 ANGLE= -5.4
JOINT 0.10 0.28 0.06 0.07 0.07
27 17.62 12.60 12.32 0.38 0.98
TOP : SMAX= 18.92 SMIN= 2.98 TMAX= 7.97 ANGLE= 22.2
BOTT: SMAX= 8.96 SMIN= -5.46 TMAX= 7.21 ANGLE=-15.1
JOINT 0.10 0.29 0.07 0.06 0.04
25 16.77 11.51 13.30 0.84 0.25
TOP : SMAX= 18.50 SMIN= 4.31 TMAX= 7.10 ANGLE= 12.1
BOTT: SMAX= 9.19 SMIN= -3.71 TMAX= 6.45 ANGLE=-11.0
57 1 43.06 13.99 1.24 5.15 3.66
543.11 506.30 12.17 3.54 13.21
572.96 534.50
TOP : SMAX= 507.29 SMIN= -65.67 TMAX= 286.48 ANGLE= 58.1
BOTT: SMAX= 62.15 SMIN= -472.35 TMAX= 267.25 ANGLE=-29.9
JOINT 12.54 6.92 7.10 0.98 5.17
17 756.83 730.91 7.83 15.59 8.57
TOP : SMAX= 686.75 SMIN= -124.68 TMAX= 405.72 ANGLE= 30.2
BOTT: SMAX= 137.29 SMIN= -652.53 TMAX= 394.91 ANGLE=-60.9
JOINT 12.54 21.19 7.06 3.30 6.99
19 923.40 886.20 23.06 11.02 6.21
TOP : SMAX= 852.57 SMIN= -128.24 TMAX= 490.41 ANGLE= 37.2
BOTT: SMAX= 147.20 SMIN= -803.38 TMAX= 475.29 ANGLE=-52.3
JOINT 76.73 21.19 45.29 18.73 11.74
29 2996.06 2917.13 32.15 8.74 17.88
TOP : SMAX= 3356.45 SMIN= 952.23 TMAX= 1202.11 ANGLE= 20.9
BOTT: SMAX= -952.56 SMIN= -3274.34 TMAX= 1160.89 ANGLE=-69.4
JOINT 76.73 6.92 44.34 5.64 14.24
27 3288.69 3183.61 47.35 17.87 20.59
TOP : SMAX= 3324.36 SMIN= 72.55 TMAX= 1625.91 ANGLE= 18.3
BOTT: SMAX= -55.47 SMIN= -3210.98 TMAX= 1577.75 ANGLE=-72.0
2 8.55 67.56 2.79 16.20 1.23
1016.68 1003.64 2.14 7.40 0.14
1094.82 1080.04
TOP : SMAX= 1094.82 SMIN= 180.44 TMAX= 457.19 ANGLE= 84.8
BOTT: SMAX= -176.13 SMIN= -1080.04 TMAX= 451.96 ANGLE= -5.2
JOINT 7.66 39.89 3.33 4.71 11.25
17 1333.47 1324.56 1.51 3.73 2.25
TOP : SMAX= 1024.67 SMIN= -482.99 TMAX= 753.83 ANGLE= 46.8
BOTT: SMAX= 483.60 SMIN= -1014.80 TMAX= 749.20 ANGLE=-43.3
STAAD SPACE -- PAGE NO. 55
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 7.66 95.23 1.11 26.38 8.29
19 1995.38 1946.49 19.14 25.55 11.83
TOP : SMAX= 1955.25 SMIN= -77.98 TMAX= 1016.62 ANGLE= 73.1
BOTT: SMAX= 104.33 SMIN= -1892.22 TMAX= 998.28 ANGLE=-16.4
JOINT 9.45 95.23 10.22 69.49 13.71
29 4628.34 4596.05 5.26 17.88 2.31
TOP : SMAX= 4851.88 SMIN= 485.32 TMAX= 2183.28 ANGLE= 77.6
BOTT: SMAX= -475.58 SMIN= -4815.35 TMAX= 2169.89 ANGLE=-12.4
JOINT 9.45 39.89 3.15 26.41 5.83
27 1806.20 1786.74 21.66 11.02 11.81
TOP : SMAX= 1869.30 SMIN= 133.60 TMAX= 867.85 ANGLE= 76.3
BOTT: SMAX= -102.00 SMIN= -1835.55 TMAX= 866.78 ANGLE=-12.9
3 0.23 0.27 0.02 0.09 0.03
8.59 7.05 2.51 0.05 1.88
8.98 7.67
TOP : SMAX= 8.98 SMIN= 0.83 TMAX= 4.07 ANGLE= 54.9
BOTT: SMAX= 1.49 SMIN= -6.18 TMAX= 3.84 ANGLE= -0.5
JOINT 0.29 0.26 0.18 0.22 0.08
17 21.18 12.37 1.07 1.47 3.71
TOP : SMAX= 23.41 SMIN= 5.58 TMAX= 8.91 ANGLE= 50.4
BOTT: SMAX= -10.11 SMIN= -13.80 TMAX= 1.85 ANGLE=-23.3
JOINT 0.29 0.45 0.12 0.35 0.04
19 24.51 19.80 4.21 1.86 4.25
TOP : SMAX= 27.85 SMIN= 9.57 TMAX= 9.14 ANGLE= 66.6
BOTT: SMAX= -3.84 SMIN= -21.44 TMAX= 8.80 ANGLE= 6.0
JOINT 0.25 0.45 0.14 0.15 0.09
29 16.28 12.51 3.96 1.43 0.11
TOP : SMAX= 18.56 SMIN= 6.67 TMAX= 5.95 ANGLE= 40.7
BOTT: SMAX= -1.32 SMIN= -13.11 TMAX= 5.90 ANGLE=-37.0
JOINT 0.25 0.26 0.13 0.08 0.08
27 19.00 9.30 9.23 1.90 0.51
TOP : SMAX= 20.82 SMIN= 4.41 TMAX= 8.20 ANGLE= 23.6
BOTT: SMAX= 3.81 SMIN= -6.78 TMAX= 5.30 ANGLE=-35.3
101 1 9.51 2.69 1.17 1.62 0.48
127.31 97.35 8.74 4.65 12.09
145.42 112.30
TOP : SMAX= 145.42 SMIN= 54.08 TMAX= 45.67 ANGLE= 53.2
BOTT: SMAX= -60.44 SMIN= -112.30 TMAX= 25.93 ANGLE=-24.6
JOINT 15.30 5.84 10.31 5.90 2.31
31 674.55 633.77 13.47 7.85 13.73
TOP : SMAX= 775.63 SMIN= 326.01 TMAX= 224.81 ANGLE= 24.1
BOTT: SMAX= -328.42 SMIN= -730.58 TMAX= 201.08 ANGLE=-67.9
JOINT 15.30 0.48 7.24 0.10 2.61
32 589.27 543.00 16.85 6.04 12.34
TOP : SMAX= 562.65 SMIN= -50.06 TMAX= 306.35 ANGLE= 18.7
BOTT: SMAX= 49.66 SMIN= -516.46 TMAX= 283.06 ANGLE=-72.6
STAAD SPACE -- PAGE NO. 56
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 5.03 0.48 2.99 0.75 1.37
37 254.03 224.55 4.74 3.36 10.50
TOP : SMAX= 255.22 SMIN= 2.41 TMAX= 126.41 ANGLE= 26.7
BOTT: SMAX= -11.41 SMIN= -230.03 TMAX= 109.31 ANGLE=-66.3
JOINT 5.03 5.84 2.24 2.17 1.66
36 264.17 220.10 4.62 10.58 12.74
TOP : SMAX= 278.27 SMIN= 30.93 TMAX= 123.67 ANGLE= 45.1
BOTT: SMAX= -41.07 SMIN= -237.74 TMAX= 98.34 ANGLE=-46.6
2 0.16 14.37 0.56 3.10 0.26
196.43 190.19 6.55 4.54 3.48
213.73 203.20
TOP : SMAX= 213.73 SMIN= 41.12 TMAX= 86.31 ANGLE= 83.0
BOTT: SMAX= -29.46 SMIN= -203.20 TMAX= 86.87 ANGLE= -4.6
JOINT 1.11 20.93 0.89 15.05 2.47
31 1019.67 1011.64 9.90 7.58 2.17
TOP : SMAX= 1039.46 SMIN= 40.79 TMAX= 499.33 ANGLE= 80.2
BOTT: SMAX= -22.56 SMIN= -1022.73 TMAX= 500.09 ANGLE= -9.5
JOINT 1.11 7.81 1.19 4.73 1.59
32 347.92 331.48 27.30 7.45 9.06
TOP : SMAX= 372.79 SMIN= 56.71 TMAX= 158.04 ANGLE= 66.6
BOTT: SMAX= -19.30 SMIN= -340.71 TMAX= 160.71 ANGLE=-18.6
JOINT 0.85 7.81 1.67 1.18 1.94
37 254.02 236.59 3.21 1.53 4.81
TOP : SMAX= 232.82 SMIN= -38.09 TMAX= 135.46 ANGLE= 41.4
BOTT: SMAX= 33.06 SMIN= -218.32 TMAX= 125.69 ANGLE=-48.5
JOINT 0.85 20.93 0.86 6.21 2.11
36 483.55 435.61 14.20 16.52 16.01
TOP : SMAX= 489.76 SMIN= 12.67 TMAX= 238.55 ANGLE= 69.4
BOTT: SMAX= -3.60 SMIN= -437.39 TMAX= 216.90 ANGLE=-17.6
3 0.10 0.28 0.04 0.17 0.08
14.02 12.67 1.20 0.05 0.81
14.25 12.82
TOP : SMAX= 14.25 SMIN= 0.47 TMAX= 6.89 ANGLE= 61.2
BOTT: SMAX= 0.30 SMIN= -12.52 TMAX= 6.41 ANGLE=-20.5
JOINT 0.22 0.59 0.18 0.16 0.12
31 18.54 16.53 1.90 0.71 0.08
TOP : SMAX= 20.37 SMIN= 4.47 TMAX= 7.95 ANGLE= 40.1
BOTT: SMAX= -2.13 SMIN= -17.50 TMAX= 7.68 ANGLE=-45.7
JOINT 0.22 0.41 0.24 0.14 0.10
32 21.56 15.38 4.37 0.96 0.33
TOP : SMAX= 24.01 SMIN= 6.31 TMAX= 8.85 ANGLE= 27.8
BOTT: SMAX= -3.00 SMIN= -16.66 TMAX= 6.83 ANGLE=-51.7
JOINT 0.38 0.41 0.29 0.37 0.06
37 25.15 22.16 0.53 0.73 1.65
TOP : SMAX= 28.97 SMIN= 16.22 TMAX= 6.37 ANGLE= 57.2
BOTT: SMAX= -17.84 SMIN= -24.81 TMAX= 3.48 ANGLE=-22.9
JOINT 0.38 0.59 0.18 0.55 0.05
36 34.32 32.14 1.99 0.94 1.94
TOP : SMAX= 38.85 SMIN= 12.65 TMAX= 13.10 ANGLE= 77.8
BOTT: SMAX= -9.76 SMIN= -35.88 TMAX= 13.06 ANGLE= -3.4
STAAD SPACE -- PAGE NO. 57
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
102 1 8.05 0.46 0.13 0.10 0.70
108.25 54.75 4.24 2.07 15.32
124.38 63.01
TOP : SMAX= 73.00 SMIN= -51.37 TMAX= 62.19 ANGLE= 43.9
BOTT: SMAX= 27.00 SMIN= -36.01 TMAX= 31.50 ANGLE=-45.2
JOINT 11.30 1.87 6.11 1.39 2.23
32 470.42 431.74 5.44 2.31 15.72
TOP : SMAX= 482.56 SMIN= 25.29 TMAX= 228.63 ANGLE= 23.0
BOTT: SMAX= -41.39 SMIN= -450.95 TMAX= 204.78 ANGLE=-69.7
JOINT 11.30 1.71 6.47 1.30 2.41
33 502.58 464.68 5.00 1.72 15.45
TOP : SMAX= 509.93 SMIN= 15.03 TMAX= 247.45 ANGLE= 22.7
BOTT: SMAX= -31.77 SMIN= -479.75 TMAX= 223.99 ANGLE=-69.8
JOINT 7.33 1.71 4.10 0.93 1.68
38 333.98 297.04 3.71 1.87 15.07
TOP : SMAX= 336.28 SMIN= 4.64 TMAX= 165.82 ANGLE= 25.0
BOTT: SMAX= -22.22 SMIN= -307.53 TMAX= 142.65 ANGLE=-68.6
JOINT 7.33 1.87 3.65 1.38 1.80
37 318.45 276.51 4.20 2.58 15.27
TOP : SMAX= 326.03 SMIN= 15.75 TMAX= 155.14 ANGLE= 30.2
BOTT: SMAX= -35.61 SMIN= -292.59 TMAX= 128.49 ANGLE=-62.8
2 0.10 9.37 0.56 2.11 0.10
129.81 123.34 8.14 5.51 0.32
146.34 135.22
TOP : SMAX= 146.34 SMIN= 45.09 TMAX= 50.63 ANGLE= 86.1
BOTT: SMAX= -28.91 SMIN= -135.22 TMAX= 53.16 ANGLE= -3.4
JOINT 0.13 8.02 1.42 5.51 1.31
32 366.30 361.71 21.16 7.39 1.34
TOP : SMAX= 402.35 SMIN= 88.20 TMAX= 157.07 ANGLE= 72.7
BOTT: SMAX= -49.52 SMIN= -383.92 TMAX= 167.20 ANGLE=-15.5
JOINT 0.13 10.71 1.23 7.44 1.53
33 488.78 498.68 21.52 1.83 0.98
TOP : SMAX= 523.04 SMIN= 77.87 TMAX= 222.58 ANGLE= 76.2
BOTT: SMAX= -37.74 SMIN= -516.48 TMAX= 239.37 ANGLE=-12.5
JOINT 0.08 10.71 0.24 2.87 1.51
38 255.80 251.95 4.87 3.62 0.70
TOP : SMAX= 241.86 SMIN= -25.91 TMAX= 133.88 ANGLE= 65.3
BOTT: SMAX= 34.17 SMIN= -233.12 TMAX= 133.65 ANGLE=-24.3
JOINT 0.08 8.02 0.18 1.66 1.34
37 192.99 180.49 5.23 9.20 1.62
TOP : SMAX= 172.60 SMIN= -35.77 TMAX= 104.19 ANGLE= 59.8
BOTT: SMAX= 45.45 SMIN= -153.42 TMAX= 99.43 ANGLE=-30.8
3 0.17 0.37 0.05 0.19 0.02
11.55 12.30 2.88 0.17 0.44
13.29 12.47
TOP : SMAX= 13.29 SMIN= 5.65 TMAX= 3.82 ANGLE= 73.9
BOTT: SMAX= -0.36 SMIN= -12.47 TMAX= 6.06 ANGLE= -5.5
STAAD SPACE -- PAGE NO. 58
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.20 0.40 0.15 0.06 0.09
32 17.63 10.11 5.68 0.20 0.43
TOP : SMAX= 18.34 SMIN= 1.54 TMAX= 8.40 ANGLE= 23.7
BOTT: SMAX= 1.28 SMIN= -9.41 TMAX= 5.34 ANGLE=-46.0
JOINT 0.20 0.43 0.14 0.08 0.06
33 15.40 8.52 6.14 0.40 0.09
TOP : SMAX= 17.10 SMIN= 4.32 TMAX= 6.39 ANGLE= 21.4
BOTT: SMAX= 0.12 SMIN= -8.46 TMAX= 4.29 ANGLE=-37.9
JOINT 0.30 0.43 0.22 0.42 0.06
38 25.52 24.87 0.26 0.15 0.45
TOP : SMAX= 29.45 SMIN= 13.86 TMAX= 7.80 ANGLE= 73.9
BOTT: SMAX= -13.79 SMIN= -28.71 TMAX= 7.46 ANGLE=-12.9
JOINT 0.30 0.40 0.18 0.36 0.09
37 24.24 22.87 0.45 0.09 0.78
TOP : SMAX= 27.47 SMIN= 9.10 TMAX= 9.18 ANGLE= 65.2
BOTT: SMAX= -9.41 SMIN= -26.08 TMAX= 8.33 ANGLE=-20.3
103 1 8.05 0.46 0.13 0.10 0.70
108.25 54.75 4.24 2.07 15.32
124.38 63.01
TOP : SMAX= 73.00 SMIN= -51.37 TMAX= 62.19 ANGLE= 43.9
BOTT: SMAX= 27.00 SMIN= -36.01 TMAX= 31.50 ANGLE=-45.2
JOINT 11.30 1.71 6.47 1.30 2.41
33 502.58 464.68 5.00 1.72 15.45
TOP : SMAX= 509.93 SMIN= 15.03 TMAX= 247.45 ANGLE= 22.7
BOTT: SMAX= -31.77 SMIN= -479.75 TMAX= 223.99 ANGLE=-69.8
JOINT 11.30 1.87 6.11 1.39 2.23
34 470.42 431.74 5.44 2.31 15.72
TOP : SMAX= 482.56 SMIN= 25.29 TMAX= 228.63 ANGLE= 23.0
BOTT: SMAX= -41.39 SMIN= -450.95 TMAX= 204.78 ANGLE=-69.7
JOINT 7.33 1.87 3.65 1.38 1.80
39 318.45 276.51 4.20 2.58 15.27
TOP : SMAX= 326.03 SMIN= 15.75 TMAX= 155.14 ANGLE= 30.2
BOTT: SMAX= -35.61 SMIN= -292.59 TMAX= 128.49 ANGLE=-62.8
JOINT 7.33 1.71 4.10 0.93 1.68
38 333.98 297.04 3.71 1.87 15.07
TOP : SMAX= 336.28 SMIN= 4.64 TMAX= 165.82 ANGLE= 25.0
BOTT: SMAX= -22.22 SMIN= -307.53 TMAX= 142.65 ANGLE=-68.6
2 0.10 9.37 0.56 2.11 0.10
129.81 123.34 8.14 5.51 0.32
146.34 135.22
TOP : SMAX= 146.34 SMIN= 45.09 TMAX= 50.63 ANGLE= 86.1
BOTT: SMAX= -28.91 SMIN= -135.22 TMAX= 53.16 ANGLE= -3.4
JOINT 0.13 10.71 1.23 7.44 1.53
33 488.78 498.68 21.52 1.83 0.98
TOP : SMAX= 523.04 SMIN= 77.87 TMAX= 222.58 ANGLE= 76.2
BOTT: SMAX= -37.74 SMIN= -516.48 TMAX= 239.37 ANGLE=-12.5
STAAD SPACE -- PAGE NO. 59
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.13 8.02 1.42 5.51 1.31
34 366.30 361.71 21.16 7.39 1.34
TOP : SMAX= 402.35 SMIN= 88.20 TMAX= 157.07 ANGLE= 72.7
BOTT: SMAX= -49.52 SMIN= -383.92 TMAX= 167.20 ANGLE=-15.5
JOINT 0.08 8.02 0.18 1.66 1.34
39 192.99 180.49 5.23 9.20 1.62
TOP : SMAX= 172.60 SMIN= -35.77 TMAX= 104.19 ANGLE= 59.8
BOTT: SMAX= 45.45 SMIN= -153.42 TMAX= 99.43 ANGLE=-30.8
JOINT 0.08 10.71 0.24 2.87 1.51
38 255.80 251.95 4.87 3.62 0.70
TOP : SMAX= 241.86 SMIN= -25.91 TMAX= 133.88 ANGLE= 65.3
BOTT: SMAX= 34.17 SMIN= -233.12 TMAX= 133.65 ANGLE=-24.3
3 0.17 0.37 0.05 0.19 0.02
11.55 12.30 2.88 0.17 0.44
13.29 12.47
TOP : SMAX= 13.29 SMIN= 5.65 TMAX= 3.82 ANGLE= 73.9
BOTT: SMAX= -0.36 SMIN= -12.47 TMAX= 6.06 ANGLE= -5.5
JOINT 0.20 0.43 0.14 0.08 0.06
33 15.40 8.52 6.14 0.40 0.09
TOP : SMAX= 17.10 SMIN= 4.32 TMAX= 6.39 ANGLE= 21.4
BOTT: SMAX= 0.12 SMIN= -8.46 TMAX= 4.29 ANGLE=-37.9
JOINT 0.20 0.40 0.15 0.06 0.09
34 17.63 10.11 5.68 0.20 0.43
TOP : SMAX= 18.34 SMIN= 1.54 TMAX= 8.40 ANGLE= 23.7
BOTT: SMAX= 1.28 SMIN= -9.41 TMAX= 5.34 ANGLE=-46.0
JOINT 0.30 0.40 0.18 0.36 0.09
39 24.24 22.87 0.45 0.09 0.78
TOP : SMAX= 27.47 SMIN= 9.10 TMAX= 9.18 ANGLE= 65.2
BOTT: SMAX= -9.41 SMIN= -26.08 TMAX= 8.33 ANGLE=-20.3
JOINT 0.30 0.43 0.22 0.42 0.06
38 25.52 24.87 0.26 0.15 0.45
TOP : SMAX= 29.45 SMIN= 13.86 TMAX= 7.80 ANGLE= 73.9
BOTT: SMAX= -13.79 SMIN= -28.71 TMAX= 7.46 ANGLE=-12.9
104 1 9.51 2.69 1.17 1.62 0.48
127.31 97.35 8.74 4.65 12.09
145.42 112.30
TOP : SMAX= 145.42 SMIN= 54.08 TMAX= 45.67 ANGLE= 53.2
BOTT: SMAX= -60.44 SMIN= -112.30 TMAX= 25.93 ANGLE=-24.6
JOINT 15.30 0.48 7.24 0.10 2.61
34 589.27 543.00 16.85 6.04 12.34
TOP : SMAX= 562.65 SMIN= -50.06 TMAX= 306.35 ANGLE= 18.7
BOTT: SMAX= 49.66 SMIN= -516.46 TMAX= 283.06 ANGLE=-72.6
JOINT 15.30 5.84 10.31 5.90 2.31
35 674.55 633.77 13.47 7.85 13.73
TOP : SMAX= 775.63 SMIN= 326.01 TMAX= 224.81 ANGLE= 24.1
BOTT: SMAX= -328.42 SMIN= -730.58 TMAX= 201.08 ANGLE=-67.9
STAAD SPACE -- PAGE NO. 60
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 5.03 5.84 2.24 2.17 1.66
40 264.17 220.10 4.62 10.58 12.74
TOP : SMAX= 278.27 SMIN= 30.93 TMAX= 123.67 ANGLE= 45.1
BOTT: SMAX= -41.07 SMIN= -237.74 TMAX= 98.34 ANGLE=-46.6
JOINT 5.03 0.48 2.99 0.75 1.37
39 254.03 224.55 4.74 3.36 10.50
TOP : SMAX= 255.22 SMIN= 2.41 TMAX= 126.41 ANGLE= 26.7
BOTT: SMAX= -11.41 SMIN= -230.03 TMAX= 109.31 ANGLE=-66.3
2 0.16 14.37 0.56 3.10 0.26
196.43 190.19 6.55 4.54 3.48
213.73 203.20
TOP : SMAX= 213.73 SMIN= 41.12 TMAX= 86.31 ANGLE= 83.0
BOTT: SMAX= -29.46 SMIN= -203.20 TMAX= 86.87 ANGLE= -4.6
JOINT 1.11 7.81 1.19 4.73 1.59
34 347.92 331.48 27.30 7.45 9.06
TOP : SMAX= 372.79 SMIN= 56.71 TMAX= 158.04 ANGLE= 66.6
BOTT: SMAX= -19.30 SMIN= -340.71 TMAX= 160.71 ANGLE=-18.6
JOINT 1.11 20.93 0.89 15.05 2.47
35 1019.67 1011.64 9.90 7.58 2.17
TOP : SMAX= 1039.46 SMIN= 40.79 TMAX= 499.33 ANGLE= 80.2
BOTT: SMAX= -22.56 SMIN= -1022.73 TMAX= 500.09 ANGLE= -9.5
JOINT 0.85 20.93 0.86 6.21 2.11
40 483.55 435.61 14.20 16.52 16.01
TOP : SMAX= 489.76 SMIN= 12.67 TMAX= 238.55 ANGLE= 69.4
BOTT: SMAX= -3.60 SMIN= -437.39 TMAX= 216.90 ANGLE=-17.6
JOINT 0.85 7.81 1.67 1.18 1.94
39 254.02 236.59 3.21 1.53 4.81
TOP : SMAX= 232.82 SMIN= -38.09 TMAX= 135.46 ANGLE= 41.4
BOTT: SMAX= 33.06 SMIN= -218.32 TMAX= 125.69 ANGLE=-48.5
3 0.10 0.28 0.04 0.17 0.08
14.02 12.67 1.20 0.05 0.81
14.25 12.82
TOP : SMAX= 14.25 SMIN= 0.47 TMAX= 6.89 ANGLE= 61.2
BOTT: SMAX= 0.30 SMIN= -12.52 TMAX= 6.41 ANGLE=-20.5
JOINT 0.22 0.41 0.24 0.14 0.10
34 21.56 15.38 4.37 0.96 0.33
TOP : SMAX= 24.01 SMIN= 6.31 TMAX= 8.85 ANGLE= 27.8
BOTT: SMAX= -3.00 SMIN= -16.66 TMAX= 6.83 ANGLE=-51.7
JOINT 0.22 0.59 0.18 0.16 0.12
35 18.54 16.53 1.90 0.71 0.08
TOP : SMAX= 20.37 SMIN= 4.47 TMAX= 7.95 ANGLE= 40.1
BOTT: SMAX= -2.13 SMIN= -17.50 TMAX= 7.68 ANGLE=-45.7
JOINT 0.38 0.59 0.18 0.55 0.05
40 34.32 32.14 1.99 0.94 1.94
TOP : SMAX= 38.85 SMIN= 12.65 TMAX= 13.10 ANGLE= 77.8
BOTT: SMAX= -9.76 SMIN= -35.88 TMAX= 13.06 ANGLE= -3.4
JOINT 0.38 0.41 0.29 0.37 0.06
39 25.15 22.16 0.53 0.73 1.65
TOP : SMAX= 28.97 SMIN= 16.22 TMAX= 6.37 ANGLE= 57.2
BOTT: SMAX= -17.84 SMIN= -24.81 TMAX= 3.48 ANGLE=-22.9
STAAD SPACE -- PAGE NO. 61
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
105 1 27.56 7.22 0.94 3.43 2.66
394.39 344.46 8.03 3.57 16.78
420.47 363.48
TOP : SMAX= 361.72 SMIN= -58.74 TMAX= 210.23 ANGLE= 56.3
BOTT: SMAX= 41.85 SMIN= -321.63 TMAX= 181.74 ANGLE=-31.0
JOINT 3.97 11.61 5.62 1.25 3.78
36 584.73 523.89 6.26 8.73 20.72
TOP : SMAX= 545.28 SMIN= -72.20 TMAX= 308.74 ANGLE= 31.1
BOTT: SMAX= 52.55 SMIN= -495.64 TMAX= 274.09 ANGLE=-61.2
JOINT 3.97 2.91 6.03 0.64 2.83
37 519.87 486.99 3.35 8.82 14.85
TOP : SMAX= 497.97 SMIN= -41.34 TMAX= 269.65 ANGLE= 24.5
BOTT: SMAX= 35.82 SMIN= -468.10 TMAX= 251.96 ANGLE=-68.2
JOINT 52.59 2.91 30.09 2.98 9.07
42 2207.57 2156.93 22.18 13.99 13.35
TOP : SMAX= 2218.43 SMIN= 21.88 TMAX= 1098.28 ANGLE= 17.1
BOTT: SMAX= -7.36 SMIN= -2160.60 TMAX= 1076.62 ANGLE=-73.3
JOINT 52.59 11.61 32.58 11.32 7.92
41 2147.59 2087.75 19.37 3.54 18.79
TOP : SMAX= 2376.12 SMIN= 573.50 TMAX= 901.31 ANGLE= 18.7
BOTT: SMAX= -585.73 SMIN= -2318.06 TMAX= 866.16 ANGLE=-72.0
2 2.67 25.76 1.15 6.86 0.44
434.06 420.55 15.22 12.23 0.88
471.82 447.06
TOP : SMAX= 471.82 SMIN= 89.45 TMAX= 191.18 ANGLE= 85.5
BOTT: SMAX= -59.32 SMIN= -447.06 TMAX= 193.87 ANGLE= -4.2
JOINT 2.17 37.23 0.22 9.92 3.22
36 768.02 737.12 3.85 16.25 3.44
TOP : SMAX= 743.33 SMIN= -47.20 TMAX= 395.27 ANGLE= 73.2
BOTT: SMAX= 53.17 SMIN= -709.09 TMAX= 381.13 ANGLE=-16.8
JOINT 2.17 14.28 0.71 0.62 4.16
37 490.35 475.64 0.51 14.08 3.95
TOP : SMAX= 333.38 SMIN= -229.66 TMAX= 281.52 ANGLE= 45.4
BOTT: SMAX= 236.50 SMIN= -311.03 TMAX= 273.76 ANGLE=-46.0
JOINT 3.19 14.28 1.36 10.21 2.35
42 692.33 699.03 33.99 8.36 1.80
TOP : SMAX= 730.19 SMIN= 83.26 TMAX= 323.47 ANGLE= 75.4
BOTT: SMAX= -19.95 SMIN= -708.79 TMAX= 344.42 ANGLE=-13.3
JOINT 3.19 37.23 3.76 27.76 5.04
41 1835.84 1832.66 30.93 10.46 5.71
TOP : SMAX= 1932.20 SMIN= 210.93 TMAX= 860.63 ANGLE= 78.3
BOTT: SMAX= -155.09 SMIN= -1905.27 TMAX= 875.09 ANGLE=-11.1
3 0.26 0.34 0.03 0.16 0.06
12.25 11.15 1.15 0.08 0.85
12.79 11.27
TOP : SMAX= 12.79 SMIN= 1.17 TMAX= 5.81 ANGLE= 64.5
BOTT: SMAX= -0.25 SMIN= -11.27 TMAX= 5.51 ANGLE=-15.4
STAAD SPACE -- PAGE NO. 62
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.39 0.59 0.15 0.51 0.04
36 31.85 30.04 1.93 0.96 1.97
TOP : SMAX= 35.85 SMIN= 10.80 TMAX= 12.52 ANGLE= 79.7
BOTT: SMAX= -7.73 SMIN= -33.15 TMAX= 12.71 ANGLE= -1.0
JOINT 0.39 0.39 0.26 0.35 0.10
37 26.04 22.19 0.59 0.66 1.67
TOP : SMAX= 29.90 SMIN= 12.26 TMAX= 8.82 ANGLE= 54.5
BOTT: SMAX= -14.10 SMIN= -25.57 TMAX= 5.74 ANGLE=-30.3
JOINT 0.22 0.39 0.13 0.11 0.11
42 17.78 13.65 4.23 0.90 0.35
TOP : SMAX= 19.00 SMIN= 2.76 TMAX= 8.12 ANGLE= 36.7
BOTT: SMAX= 1.39 SMIN= -12.90 TMAX= 7.15 ANGLE=-41.0
JOINT 0.22 0.59 0.11 0.16 0.12
41 17.45 16.09 1.78 0.71 0.12
TOP : SMAX= 18.51 SMIN= 2.38 TMAX= 8.07 ANGLE= 49.4
BOTT: SMAX= 0.11 SMIN= -16.03 TMAX= 8.07 ANGLE=-36.7
106 1 28.30 0.90 0.14 0.23 2.88
378.68 286.32 1.52 1.20 26.66
436.97 330.36
TOP : SMAX= 232.21 SMIN= -204.76 TMAX= 218.48 ANGLE= 45.4
BOTT: SMAX= 154.18 SMIN= -176.18 TMAX= 165.18 ANGLE=-44.4
JOINT 6.75 4.75 3.46 0.42 3.97
37 548.34 467.67 9.68 2.07 23.38
TOP : SMAX= 442.08 SMIN= -171.52 TMAX= 306.80 ANGLE= 35.0
BOTT: SMAX= 136.90 SMIN= -383.94 TMAX= 260.42 ANGLE=-56.0
JOINT 6.75 5.33 4.09 0.92 3.75
38 531.18 466.81 2.04 2.24 21.00
TOP : SMAX= 459.87 SMIN= -121.55 TMAX= 290.71 ANGLE= 34.3
BOTT: SMAX= 87.27 SMIN= -417.02 TMAX= 252.14 ANGLE=-57.4
JOINT 49.99 5.33 28.92 5.14 9.73
43 2139.49 2073.12 6.75 0.38 29.96
TOP : SMAX= 2184.42 SMIN= 92.89 TMAX= 1045.76 ANGLE= 20.2
BOTT: SMAX= -128.62 SMIN= -2134.43 TMAX= 1002.91 ANGLE=-71.0
JOINT 49.99 4.75 28.82 5.30 9.50
42 2117.08 2050.04 5.05 0.65 32.35
TOP : SMAX= 2170.06 SMIN= 110.28 TMAX= 1029.89 ANGLE= 20.1
BOTT: SMAX= -148.63 SMIN= -2120.31 TMAX= 985.84 ANGLE=-71.2
2 0.25 17.04 0.78 5.02 0.04
314.44 309.76 16.76 8.63 0.32
343.06 325.79
TOP : SMAX= 343.06 SMIN= 68.54 TMAX= 137.26 ANGLE= 89.4
BOTT: SMAX= -35.03 SMIN= -325.79 TMAX= 145.38 ANGLE= -0.4
JOINT 0.13 14.89 0.63 1.82 2.66
37 328.48 322.24 5.50 7.81 0.63
TOP : SMAX= 270.96 SMIN= -94.37 TMAX= 182.67 ANGLE= 51.4
BOTT: SMAX= 105.95 SMIN= -255.92 TMAX= 180.94 ANGLE=-38.9
STAAD SPACE -- PAGE NO. 63
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.13 19.19 0.73 4.01 2.58
38 391.43 381.11 4.65 8.46 0.65
TOP : SMAX= 369.58 SMIN= -40.54 TMAX= 205.06 ANGLE= 61.4
BOTT: SMAX= 50.52 SMIN= -353.33 TMAX= 201.92 ANGLE=-28.9
JOINT 0.42 19.19 2.45 14.36 2.73
43 941.13 942.31 28.03 9.46 0.01
TOP : SMAX= 1007.30 SMIN= 150.47 TMAX= 428.41 ANGLE= 77.4
BOTT: SMAX= -96.12 SMIN= -986.68 TMAX= 445.28 ANGLE=-12.1
JOINT 0.42 14.89 2.02 11.52 2.51
42 767.09 768.11 28.88 8.80 1.29
TOP : SMAX= 820.16 SMIN= 120.37 TMAX= 349.90 ANGLE= 75.6
BOTT: SMAX= -66.14 SMIN= -799.04 TMAX= 366.45 ANGLE=-13.4
3 0.16 0.37 0.05 0.17 0.02
10.28 10.91 2.84 0.15 0.44
11.87 11.14
TOP : SMAX= 11.87 SMIN= 5.71 TMAX= 3.08 ANGLE= 73.7
BOTT: SMAX= -0.47 SMIN= -11.14 TMAX= 5.34 ANGLE= -4.2
JOINT 0.30 0.39 0.17 0.34 0.05
37 21.02 19.98 0.48 0.12 0.78
TOP : SMAX= 24.17 SMIN= 10.21 TMAX= 6.98 ANGLE= 70.6
BOTT: SMAX= -10.15 SMIN= -23.02 TMAX= 6.43 ANGLE=-12.9
JOINT 0.30 0.42 0.21 0.39 0.07
38 24.58 23.79 0.26 0.13 0.45
TOP : SMAX= 28.30 SMIN= 12.38 TMAX= 7.96 ANGLE= 68.7
BOTT: SMAX= -12.46 SMIN= -27.44 TMAX= 7.49 ANGLE=-18.4
JOINT 0.09 0.42 0.09 0.08 0.06
43 12.77 8.52 6.10 0.39 0.13
TOP : SMAX= 14.19 SMIN= 3.65 TMAX= 5.27 ANGLE= 26.6
BOTT: SMAX= 2.28 SMIN= -7.14 TMAX= 4.71 ANGLE=-28.6
JOINT 0.09 0.39 0.07 0.07 0.10
42 14.76 11.53 5.64 0.17 0.43
TOP : SMAX= 14.83 SMIN= 0.15 TMAX= 7.34 ANGLE= 34.3
BOTT: SMAX= 4.91 SMIN= -8.26 TMAX= 6.59 ANGLE=-32.5
107 1 28.30 0.90 0.14 0.23 2.88
378.68 286.32 1.52 1.20 26.66
436.97 330.36
TOP : SMAX= 232.21 SMIN= -204.76 TMAX= 218.48 ANGLE= 45.4
BOTT: SMAX= 154.18 SMIN= -176.18 TMAX= 165.18 ANGLE=-44.4
JOINT 6.75 5.33 4.09 0.92 3.75
38 531.18 466.81 2.04 2.24 21.00
TOP : SMAX= 459.87 SMIN= -121.55 TMAX= 290.71 ANGLE= 34.3
BOTT: SMAX= 87.27 SMIN= -417.02 TMAX= 252.14 ANGLE=-57.4
JOINT 6.75 4.75 3.46 0.42 3.97
39 548.34 467.67 9.68 2.07 23.38
TOP : SMAX= 442.08 SMIN= -171.52 TMAX= 306.80 ANGLE= 35.0
BOTT: SMAX= 136.90 SMIN= -383.94 TMAX= 260.42 ANGLE=-56.0
STAAD SPACE -- PAGE NO. 64
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 49.99 4.75 28.82 5.30 9.50
44 2117.08 2050.04 5.05 0.65 32.35
TOP : SMAX= 2170.06 SMIN= 110.28 TMAX= 1029.89 ANGLE= 20.1
BOTT: SMAX= -148.63 SMIN= -2120.31 TMAX= 985.84 ANGLE=-71.2
JOINT 49.99 5.33 28.92 5.14 9.73
43 2139.49 2073.12 6.75 0.38 29.96
TOP : SMAX= 2184.42 SMIN= 92.89 TMAX= 1045.76 ANGLE= 20.2
BOTT: SMAX= -128.62 SMIN= -2134.43 TMAX= 1002.91 ANGLE=-71.0
2 0.25 17.04 0.78 5.02 0.04
314.44 309.76 16.76 8.63 0.32
343.06 325.79
TOP : SMAX= 343.06 SMIN= 68.54 TMAX= 137.26 ANGLE= 89.4
BOTT: SMAX= -35.03 SMIN= -325.79 TMAX= 145.38 ANGLE= -0.4
JOINT 0.13 19.19 0.73 4.01 2.58
38 391.43 381.11 4.65 8.46 0.65
TOP : SMAX= 369.58 SMIN= -40.54 TMAX= 205.06 ANGLE= 61.4
BOTT: SMAX= 50.52 SMIN= -353.33 TMAX= 201.92 ANGLE=-28.9
JOINT 0.13 14.89 0.63 1.82 2.66
39 328.48 322.24 5.50 7.81 0.63
TOP : SMAX= 270.96 SMIN= -94.37 TMAX= 182.67 ANGLE= 51.4
BOTT: SMAX= 105.95 SMIN= -255.92 TMAX= 180.94 ANGLE=-38.9
JOINT 0.42 14.89 2.02 11.52 2.51
44 767.09 768.11 28.88 8.80 1.29
TOP : SMAX= 820.16 SMIN= 120.37 TMAX= 349.90 ANGLE= 75.6
BOTT: SMAX= -66.14 SMIN= -799.04 TMAX= 366.45 ANGLE=-13.4
JOINT 0.42 19.19 2.45 14.36 2.73
43 941.13 942.31 28.03 9.46 0.01
TOP : SMAX= 1007.30 SMIN= 150.47 TMAX= 428.41 ANGLE= 77.4
BOTT: SMAX= -96.12 SMIN= -986.68 TMAX= 445.28 ANGLE=-12.1
3 0.16 0.37 0.05 0.17 0.02
10.28 10.91 2.84 0.15 0.44
11.87 11.14
TOP : SMAX= 11.87 SMIN= 5.71 TMAX= 3.08 ANGLE= 73.7
BOTT: SMAX= -0.47 SMIN= -11.14 TMAX= 5.34 ANGLE= -4.2
JOINT 0.30 0.42 0.21 0.39 0.07
38 24.58 23.79 0.26 0.13 0.45
TOP : SMAX= 28.30 SMIN= 12.38 TMAX= 7.96 ANGLE= 68.7
BOTT: SMAX= -12.46 SMIN= -27.44 TMAX= 7.49 ANGLE=-18.4
JOINT 0.30 0.39 0.17 0.34 0.05
39 21.02 19.98 0.48 0.12 0.78
TOP : SMAX= 24.17 SMIN= 10.21 TMAX= 6.98 ANGLE= 70.6
BOTT: SMAX= -10.15 SMIN= -23.02 TMAX= 6.43 ANGLE=-12.9
JOINT 0.09 0.39 0.07 0.07 0.10
44 14.76 11.53 5.64 0.17 0.43
TOP : SMAX= 14.83 SMIN= 0.15 TMAX= 7.34 ANGLE= 34.3
BOTT: SMAX= 4.91 SMIN= -8.26 TMAX= 6.59 ANGLE=-32.5
JOINT 0.09 0.42 0.09 0.08 0.06
43 12.77 8.52 6.10 0.39 0.13
TOP : SMAX= 14.19 SMIN= 3.65 TMAX= 5.27 ANGLE= 26.6
BOTT: SMAX= 2.28 SMIN= -7.14 TMAX= 4.71 ANGLE=-28.6
STAAD SPACE -- PAGE NO. 65
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
108 1 27.56 7.22 0.94 3.43 2.66
394.39 344.46 8.03 3.57 16.78
420.47 363.48
TOP : SMAX= 361.72 SMIN= -58.74 TMAX= 210.23 ANGLE= 56.3
BOTT: SMAX= 41.85 SMIN= -321.63 TMAX= 181.74 ANGLE=-31.0
JOINT 3.97 2.91 6.03 0.64 2.83
39 519.87 486.99 3.35 8.82 14.84
TOP : SMAX= 497.97 SMIN= -41.34 TMAX= 269.65 ANGLE= 24.5
BOTT: SMAX= 35.82 SMIN= -468.10 TMAX= 251.96 ANGLE=-68.2
JOINT 3.97 11.61 5.62 1.25 3.78
40 584.73 523.89 6.26 8.73 20.72
TOP : SMAX= 545.28 SMIN= -72.20 TMAX= 308.74 ANGLE= 31.1
BOTT: SMAX= 52.55 SMIN= -495.64 TMAX= 274.09 ANGLE=-61.2
JOINT 52.59 11.61 32.58 11.32 7.92
45 2147.59 2087.75 19.37 3.54 18.79
TOP : SMAX= 2376.12 SMIN= 573.50 TMAX= 901.31 ANGLE= 18.7
BOTT: SMAX= -585.73 SMIN= -2318.06 TMAX= 866.16 ANGLE=-72.0
JOINT 52.59 2.91 30.09 2.98 9.07
44 2207.57 2156.93 22.18 13.99 13.35
TOP : SMAX= 2218.43 SMIN= 21.88 TMAX= 1098.28 ANGLE= 17.1
BOTT: SMAX= -7.36 SMIN= -2160.60 TMAX= 1076.62 ANGLE=-73.3
2 2.67 25.76 1.15 6.86 0.44
434.06 420.55 15.22 12.23 0.88
471.82 447.06
TOP : SMAX= 471.82 SMIN= 89.45 TMAX= 191.18 ANGLE= 85.5
BOTT: SMAX= -59.32 SMIN= -447.06 TMAX= 193.87 ANGLE= -4.2
JOINT 2.17 14.28 0.71 0.62 4.16
39 490.35 475.64 0.51 14.08 3.95
TOP : SMAX= 333.38 SMIN= -229.66 TMAX= 281.52 ANGLE= 45.4
BOTT: SMAX= 236.50 SMIN= -311.03 TMAX= 273.76 ANGLE=-46.0
JOINT 2.17 37.23 0.22 9.92 3.22
40 768.02 737.12 3.85 16.25 3.44
TOP : SMAX= 743.33 SMIN= -47.20 TMAX= 395.27 ANGLE= 73.2
BOTT: SMAX= 53.17 SMIN= -709.09 TMAX= 381.13 ANGLE=-16.8
JOINT 3.19 37.23 3.76 27.76 5.04
45 1835.84 1832.66 30.93 10.46 5.71
TOP : SMAX= 1932.20 SMIN= 210.93 TMAX= 860.63 ANGLE= 78.3
BOTT: SMAX= -155.09 SMIN= -1905.27 TMAX= 875.09 ANGLE=-11.1
JOINT 3.19 14.28 1.36 10.21 2.35
44 692.33 699.03 33.99 8.36 1.80
TOP : SMAX= 730.19 SMIN= 83.26 TMAX= 323.47 ANGLE= 75.4
BOTT: SMAX= -19.95 SMIN= -708.79 TMAX= 344.42 ANGLE=-13.3
3 0.26 0.34 0.03 0.16 0.06
12.25 11.15 1.15 0.08 0.85
12.79 11.27
TOP : SMAX= 12.79 SMIN= 1.17 TMAX= 5.81 ANGLE= 64.5
BOTT: SMAX= -0.25 SMIN= -11.27 TMAX= 5.51 ANGLE=-15.4
STAAD SPACE -- PAGE NO. 66
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.39 0.39 0.26 0.35 0.10
39 26.04 22.19 0.59 0.66 1.67
TOP : SMAX= 29.90 SMIN= 12.26 TMAX= 8.82 ANGLE= 54.5
BOTT: SMAX= -14.10 SMIN= -25.57 TMAX= 5.74 ANGLE=-30.3
JOINT 0.39 0.59 0.15 0.51 0.04
40 31.85 30.04 1.93 0.96 1.97
TOP : SMAX= 35.85 SMIN= 10.80 TMAX= 12.52 ANGLE= 79.7
BOTT: SMAX= -7.73 SMIN= -33.15 TMAX= 12.71 ANGLE= -1.0
JOINT 0.22 0.59 0.11 0.16 0.12
45 17.45 16.09 1.78 0.71 0.12
TOP : SMAX= 18.51 SMIN= 2.38 TMAX= 8.07 ANGLE= 49.4
BOTT: SMAX= 0.11 SMIN= -16.03 TMAX= 8.07 ANGLE=-36.7
JOINT 0.22 0.39 0.13 0.11 0.11
44 17.78 13.65 4.23 0.90 0.35
TOP : SMAX= 19.00 SMIN= 2.76 TMAX= 8.12 ANGLE= 36.7
BOTT: SMAX= 1.39 SMIN= -12.90 TMAX= 7.15 ANGLE=-41.0
**** MAXIMUM STRESSES AMONG SELECTED PLATES AND CASES ****
MAXIMUM MINIMUM MAXIMUM MAXIMUM MAXIMUM
PRINCIPAL PRINCIPAL SHEAR VONMISES TRESCA
STRESS STRESS STRESS STRESS STRESS
4.851880E+03 -4.815351E+03 2.183280E+03 1.016677E+03 1.094815E+03
PLATE NO. 54 54 54 54 54
CASE NO. 2 2 2 2 2
********************END OF ELEMENT FORCES********************
159. FINISH
STAAD SPACE -- PAGE NO. 67
STAAD SPACE -- PAGE NO. 68
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= JUL 4,2024 TIME= 11:40:52 ****
************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://www.bentley.com/en/support/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
* *
* Copyright (c) Bentley Systems, Inc. *
* http://www.bentley.com *
************************************************************
Output using the Control-Dependent method:
PAGE NO. 1
****************************************************
* *
* STAAD.Pro 2023 *
* Version 23.00.03.** *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= JUL 4, 2024 *
* Time= 11:40:34 *
* *
* Licensed to: Bentley Systems Inc *
****************************************************
1. STAAD SPACE
INPUT FILE: D:\Documentation\STAAD.Pro\_Automated_Py\output\2024-07-04\SPro_Output_Input_Files\Verific.. .STD
2. START JOB INFORMATION
3. ENGINEER DATE 09-MAR-21
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. SET PRINT 17
7. UNIT METER KN
8. JOINT COORDINATES
9. 1 0 0 0; 2 0 4 0; 3 5 4 0; 4 5 0 0; 5 10 4 0; 6 10 0 0; 7 15 4 0; 8 15 0 0
10. 9 20 4 0; 10 20 0 0; 11 0 0 4; 12 0 4 4; 13 5 4 4; 14 5 0 4; 15 10 4 4
11. 16 10 0 4; 17 15 4 4; 18 15 0 4; 19 20 4 4; 20 20 0 4; 21 0 0 8; 22 0 4 8
12. 23 5 4 8; 24 5 0 8; 25 10 4 8; 26 10 0 8; 27 15 4 8; 28 15 0 8; 29 20 4 8
13. 30 20 0 8; 31 0 8 0; 32 5 8 0; 33 10 8 0; 34 15 8 0; 35 20 8 0; 36 0 8 4
14. 37 5 8 4; 38 10 8 4; 39 15 8 4; 40 20 8 4; 41 0 8 8; 42 5 8 8; 43 10 8 8
15. 44 15 8 8; 45 20 8 8; 46 0.1 4 0.1; 47 5 4 0.1; 48 10 4 0.1; 49 15 4 0.1
16. 50 19.9 4 0.1; 51 19.9 4 4; 52 19.9 4 7.9; 53 5 4 7.9; 54 10 4 7.9
17. 55 15 4 7.9; 56 0.1 4 7.9; 57 0.1 4 4; 58 0.1 8 0.1; 59 5 8 0.1; 60 10 8 0.1
18. 61 15 8 0.1; 62 19.9 8 0.1; 63 19.9 8 4; 64 19.9 8 7.9; 65 5 8 7.9
19. 66 10 8 7.9; 67 15 8 7.9; 68 0.1 8 7.9; 69 0.1 8 4
20. MEMBER INCIDENCES
21. 1 1 2; 2 2 3; 3 3 4; 4 3 5; 5 5 6; 6 5 7; 9 7 8; 10 7 9; 13 9 10; 14 2 12
22. 15 3 13; 16 5 15; 17 7 17; 18 9 19; 19 11 12; 20 12 13; 21 13 14; 22 13 15
23. 23 15 16; 24 15 17; 27 17 18; 28 17 19; 31 19 20; 32 12 22; 33 13 23; 34 15 25
24. 35 17 27; 36 19 29; 37 21 22; 38 22 23; 39 23 24; 40 23 25; 41 25 26; 42 25 27
25. 45 27 28; 46 27 29; 49 29 30; 58 2 31; 59 3 32; 60 5 33; 61 7 34; 62 9 35
26. 63 12 36; 64 13 37; 65 15 38; 66 17 39; 67 19 40; 68 22 41; 69 23 42; 70 25 43
27. 71 27 44; 72 29 45; 73 31 32; 74 32 33; 75 33 34; 77 34 35; 79 31 36; 80 32 37
28. 81 33 38; 82 34 39; 83 35 40; 84 36 37; 85 37 38; 86 38 39; 88 39 40; 90 36 41
29. 91 37 42; 92 38 43; 93 39 44; 94 40 45; 95 41 42; 96 42 43; 97 43 44; 99 44 45
30. ELEMENT INCIDENCES SHELL
31. 50 46 47 13 57; 51 47 48 15 13; 52 48 49 17 15; 53 49 50 51 17; 54 57 13 53 56
32. 55 13 15 54 53; 56 15 17 55 54; 57 17 51 52 55; 101 58 59 37 69
33. 102 59 60 38 37; 103 60 61 39 38; 104 61 62 63 39; 105 69 37 65 68
34. 106 37 38 66 65; 107 38 39 67 66; 108 39 63 64 67
35. ELEMENT PROPERTY
36. 50 TO 57 101 TO 108 THICKNESS 0.3
37. DEFINE MATERIAL START
38. ISOTROPIC STEEL
STAAD SPACE -- PAGE NO. 2
39. E 2.05E+08
40. POISSON 0.3
41. DENSITY 76.8195
42. ALPHA 1.2E-05
43. DAMP 0.03
44. G 7.88462E+07
45. TYPE STEEL
46. STRENGTH RY 1.5 RT 1.2
47. ISOTROPIC CONCRETE
48. E 2.17185E+07
49. POISSON 0.17
50. DENSITY 23.5616
51. ALPHA 1E-05
52. DAMP 0.05
53. G 9.28139E+06
54. TYPE CONCRETE
55. STRENGTH FCU 27579
56. END DEFINE MATERIAL
57. MEMBER PROPERTY AMERICAN
58. 1 TO 6 9 10 13 TO 24 27 28 31 TO 36 38 40 42 46 58 TO 67 73 TO 75 77 -
59. 79 TO 86 88 90 TO 97 99 TABLE ST W12X50
60. 37 39 41 45 49 68 TO 72 TABLE ST W30X90
61. CONSTANTS
62. MATERIAL STEEL MEMB 1 TO 6 9 10 13 TO 24 27 28 31 TO 42 45 46 49 58 TO 75 -
63. 77 79 TO 86 88 90 TO 97 99
64. MATERIAL CONCRETE MEMB 50 TO 57 101 TO 108
65. SUPPORTS
66. 1 4 6 8 10 11 14 16 18 20 21 24 26 28 30 FIXED
67. *ELEMENT OFFSET
68. *50 101 JT1 0.1 0 0.1
69. *50 101 JT2 0 0 0.1
70. *50 101 JT4 0.1 0 0
71. *54 105 JT1 0.1 0 0
72. *54 105 JT3 0 0 -0.1
73. *54 105 JT4 0.1 0 -0.1
74. *51 102 JT1 0 0 0.1
75. *51 102 JT2 0 0 0.1
76. *55 106 JT3 0 0 -0.1
77. *55 106 JT4 0 0 -0.1
78. *52 103 JT1 0 0 0.1
79. *52 103 JT2 0 0 0.1
80. *56 107 JT3 0 0 -0.1
81. *56 107 JT4 0 0 -0.1
82. *53 104 JT1 0 0 0.1
83. *53 104 JT2 -0.1 0 0.1
84. *53 104 JT3 -0.1 0 0
85. *57 108 JT2 -0.1 0 0
86. *57 108 JT3 -0.1 0 -0.1
87. *57 108 JT4 0 0 -0.1
88. DEPENDENT RIGID CONTROL 2 JOINT 46
89. DEPENDENT RIGID CONTROL 3 JOINT 47
90. DEPENDENT RIGID CONTROL 5 JOINT 48
91. DEPENDENT RIGID CONTROL 7 JOINT 49
92. DEPENDENT RIGID CONTROL 9 JOINT 50
93. DEPENDENT RIGID CONTROL 19 JOINT 51
94. DEPENDENT RIGID CONTROL 29 JOINT 52
STAAD SPACE -- PAGE NO. 3
95. DEPENDENT RIGID CONTROL 27 JOINT 55
96. DEPENDENT RIGID CONTROL 25 JOINT 54
97. DEPENDENT RIGID CONTROL 23 JOINT 53
98. DEPENDENT RIGID CONTROL 22 JOINT 56
99. DEPENDENT RIGID CONTROL 12 JOINT 57
100. DEPENDENT RIGID CONTROL 31 JOINT 58
101. DEPENDENT RIGID CONTROL 32 JOINT 59
102. DEPENDENT RIGID CONTROL 33 JOINT 60
103. DEPENDENT RIGID CONTROL 34 JOINT 61
104. DEPENDENT RIGID CONTROL 35 JOINT 62
105. DEPENDENT RIGID CONTROL 40 JOINT 63
106. DEPENDENT RIGID CONTROL 45 JOINT 64
107. DEPENDENT RIGID CONTROL 44 JOINT 67
108. DEPENDENT RIGID CONTROL 43 JOINT 66
109. DEPENDENT RIGID CONTROL 42 JOINT 65
110. DEPENDENT RIGID CONTROL 41 JOINT 68
111. DEPENDENT RIGID CONTROL 36 JOINT 69
112. CUT OFF MODE SHAPE 50
113. DEFINE REFERENCE LOADS
114. LOAD R1 LOADTYPE MASS TITLE REF LOAD CASE 1
115. JOINT LOAD
116. 2 3 5 7 9 12 13 15 17 19 22 23 25 27 29 31 TO 45 FX 10 FY -10 FZ 10
117. END DEFINE REFERENCE LOADS
*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY.
IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS
WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING.
118. LOAD 1 LOADTYPE NONE TITLE RS_X
119. SPECTRUM SRSS X 1 ACC DAMP 0.05 LIN
120. 0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167
121. 0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444
122. 0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963
123. 0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223
124. 1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778
125. 1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815
126. 1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985
127. 2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611
128. 2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321
129. 2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048
130. 3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865
131. 3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942
132. 3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643
133. 4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167
134. 4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167
135. 4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167
136. 4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167
137. 5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167
138. 5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167
139. 5.82 2.45167; 5.88 2.45167; 5.94 2.45167
140. LOAD 2 LOADTYPE NONE TITLE RS_Z
141. SPECTRUM SRSS Z 1 ACC DAMP 0.05 LIN
142. 0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167
143. 0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444
144. 0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963
145. 0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223
STAAD SPACE -- PAGE NO. 4
146. 1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778
147. 1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815
148. 1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985
149. 2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611
150. 2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321
151. 2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048
152. 3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865
153. 3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942
154. 3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643
155. 4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167
156. 4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167
157. 4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167
158. 4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167
159. 5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167
160. 5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167
161. 5.82 2.45167; 5.88 2.45167; 5.94 2.45167
162. LOAD 3 LOADTYPE NONE TITLE RS_Y
163. SPECTRUM SRSS Y 1 ACC DAMP 0.05 LIN
164. 0 9.80667; 0.06 18.6327; 0.12 24.5167; 0.18 24.5167; 0.24 24.5167; 0.3 24.5167
165. 0.36 24.5167; 0.42 23.3492; 0.48 20.4306; 0.54 18.1605; 0.6 16.3444
166. 0.66 14.8586; 0.72 13.6204; 0.78 12.5727; 0.84 11.6746; 0.9 10.8963
167. 0.96 10.2153; 1.02 9.61438; 1.08 9.08025; 1.14 8.60234; 1.2 8.17223
168. 1.26 7.78307; 1.32 7.4293; 1.38 7.10628; 1.44 6.81019; 1.5 6.53778
169. 1.56 6.28633; 1.62 6.0535; 1.68 5.83731; 1.74 5.63602; 1.8 5.44815
170. 1.86 5.27241; 1.92 5.10764; 1.98 4.95287; 2.04 4.80719; 2.1 4.66985
171. 2.16 4.54013; 2.22 4.41742; 2.28 4.30117; 2.34 4.19089; 2.4 4.08611
172. 2.46 3.98645; 2.52 3.89154; 2.58 3.80104; 2.64 3.71465; 2.7 3.6321
173. 2.76 3.55314; 2.82 3.47754; 2.88 3.4051; 2.94 3.3356; 3 3.26889; 3.06 3.2048
174. 3.12 3.14317; 3.18 3.08386; 3.24 3.02675; 3.3 2.97172; 3.36 2.91865
175. 3.42 2.86745; 3.48 2.81801; 3.54 2.77025; 3.6 2.72408; 3.66 2.67942
176. 3.72 2.6362; 3.78 2.59436; 3.84 2.55382; 3.9 2.51453; 3.96 2.47643
177. 4.02 2.45167; 4.08 2.45167; 4.14 2.45167; 4.2 2.45167; 4.26 2.45167
178. 4.32 2.45167; 4.38 2.45167; 4.44 2.45167; 4.5 2.45167; 4.56 2.45167
179. 4.62 2.45167; 4.68 2.45167; 4.74 2.45167; 4.8 2.45167; 4.86 2.45167
180. 4.92 2.45167; 4.98 2.45167; 5.04 2.45167; 5.1 2.45167; 5.16 2.45167
181. 5.22 2.45167; 5.28 2.45167; 5.34 2.45167; 5.4 2.45167; 5.46 2.45167
182. 5.52 2.45167; 5.58 2.45167; 5.64 2.45167; 5.7 2.45167; 5.76 2.45167
183. 5.82 2.45167; 5.88 2.45167; 5.94 2.45167
184. PERFORM ANALYSIS PRINT ALL
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 69 NUMBER OF MEMBERS 74
NUMBER OF PLATES 16 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 15
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
STAAD SPACE -- PAGE NO. 5
TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 180
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
STAAD SPACE -- PAGE NO. 6
LOADING 1 LOADTYPE NONE TITLE RS_X
-----------
RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND )
------------------------
DIRECTIONAL VALUES: SCALE FACTOR = 1.00
X = 1.00 Y = 0.00 Z = 0.00 DAMPING FACTOR = 0.050
PERIOD VS. ACCELERATION
0.0010 9.8067
0.0600 18.6327
0.1200 24.5167
0.1800 24.5167
0.2400 24.5167
0.3000 24.5167
0.3600 24.5167
0.4200 23.3492
0.4800 20.4306
0.5400 18.1605
0.6000 16.3444
0.6600 14.8586
0.7200 13.6204
0.7800 12.5727
0.8400 11.6746
0.9000 10.8963
0.9600 10.2153
1.0200 9.6144
1.0800 9.0802
1.1400 8.6023
1.2000 8.1722
1.2600 7.7831
1.3200 7.4293
1.3800 7.1063
1.4400 6.8102
1.5000 6.5378
1.5600 6.2863
1.6200 6.0535
1.6800 5.8373
1.7400 5.6360
1.8000 5.4482
1.8600 5.2724
1.9200 5.1076
1.9800 4.9529
2.0400 4.8072
2.1000 4.6698
2.1600 4.5401
2.2200 4.4174
2.2800 4.3012
2.3400 4.1909
STAAD SPACE -- PAGE NO. 7
2.4000 4.0861
2.4600 3.9864
2.5200 3.8915
2.5800 3.8010
2.6400 3.7146
2.7000 3.6321
2.7600 3.5531
2.8200 3.4775
2.8800 3.4051
2.9400 3.3356
3.0000 3.2689
3.0600 3.2048
3.1200 3.1432
3.1800 3.0839
3.2400 3.0268
3.3000 2.9717
3.3600 2.9186
3.4200 2.8674
3.4800 2.8180
3.5400 2.7703
3.6000 2.7241
3.6600 2.6794
3.7200 2.6362
3.7800 2.5944
3.8400 2.5538
3.9000 2.5145
3.9600 2.4764
4.0200 2.4517
4.0800 2.4517
4.1400 2.4517
4.2000 2.4517
4.2600 2.4517
4.3200 2.4517
4.3800 2.4517
4.4400 2.4517
4.5000 2.4517
4.5600 2.4517
4.6200 2.4517
4.6800 2.4517
4.7400 2.4517
4.8000 2.4517
4.8600 2.4517
4.9200 2.4517
4.9800 2.4517
5.0400 2.4517
5.1000 2.4517
5.1600 2.4517
5.2200 2.4517
5.2800 2.4517
5.3400 2.4517
5.4000 2.4517
5.4600 2.4517
5.5200 2.4517
5.5800 2.4517
5.6400 2.4517
5.7000 2.4517
STAAD SPACE -- PAGE NO. 8
5.7600 2.4517
5.8200 2.4517
5.8800 2.4517
5.9400 2.4517
***NOTE: MASSES DEFINED UNDER LOAD# 1 WILL FORM
THE FINAL MASS MATRIX FOR DYNAMIC ANALYSIS.
LOADING 2 LOADTYPE NONE TITLE RS_Z
-----------
RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND )
------------------------
DIRECTIONAL VALUES: SCALE FACTOR = 1.00
X = 0.00 Y = 0.00 Z = 1.00 DAMPING FACTOR = 0.050
PERIOD VS. ACCELERATION
0.0010 9.8067
0.0600 18.6327
0.1200 24.5167
0.1800 24.5167
0.2400 24.5167
0.3000 24.5167
0.3600 24.5167
0.4200 23.3492
0.4800 20.4306
0.5400 18.1605
0.6000 16.3444
0.6600 14.8586
0.7200 13.6204
0.7800 12.5727
0.8400 11.6746
0.9000 10.8963
0.9600 10.2153
1.0200 9.6144
1.0800 9.0802
1.1400 8.6023
1.2000 8.1722
1.2600 7.7831
1.3200 7.4293
1.3800 7.1063
1.4400 6.8102
1.5000 6.5378
1.5600 6.2863
1.6200 6.0535
1.6800 5.8373
1.7400 5.6360
1.8000 5.4482
1.8600 5.2724
STAAD SPACE -- PAGE NO. 9
1.9200 5.1076
1.9800 4.9529
2.0400 4.8072
2.1000 4.6698
2.1600 4.5401
2.2200 4.4174
2.2800 4.3012
2.3400 4.1909
2.4000 4.0861
2.4600 3.9864
2.5200 3.8915
2.5800 3.8010
2.6400 3.7146
2.7000 3.6321
2.7600 3.5531
2.8200 3.4775
2.8800 3.4051
2.9400 3.3356
3.0000 3.2689
3.0600 3.2048
3.1200 3.1432
3.1800 3.0839
3.2400 3.0268
3.3000 2.9717
3.3600 2.9186
3.4200 2.8674
3.4800 2.8180
3.5400 2.7703
3.6000 2.7241
3.6600 2.6794
3.7200 2.6362
3.7800 2.5944
3.8400 2.5538
3.9000 2.5145
3.9600 2.4764
4.0200 2.4517
4.0800 2.4517
4.1400 2.4517
4.2000 2.4517
4.2600 2.4517
4.3200 2.4517
4.3800 2.4517
4.4400 2.4517
4.5000 2.4517
4.5600 2.4517
4.6200 2.4517
4.6800 2.4517
4.7400 2.4517
4.8000 2.4517
4.8600 2.4517
4.9200 2.4517
4.9800 2.4517
5.0400 2.4517
5.1000 2.4517
5.1600 2.4517
5.2200 2.4517
STAAD SPACE -- PAGE NO. 10
5.2800 2.4517
5.3400 2.4517
5.4000 2.4517
5.4600 2.4517
5.5200 2.4517
5.5800 2.4517
5.6400 2.4517
5.7000 2.4517
5.7600 2.4517
5.8200 2.4517
5.8800 2.4517
5.9400 2.4517
LOADING 3 LOADTYPE NONE TITLE RS_Y
-----------
RESPONSE SPECTRUM VALUES - UNITS ( METE SECOND )
------------------------
DIRECTIONAL VALUES: SCALE FACTOR = 1.00
X = 0.00 Y = 1.00 Z = 0.00 DAMPING FACTOR = 0.050
PERIOD VS. ACCELERATION
0.0010 9.8067
0.0600 18.6327
0.1200 24.5167
0.1800 24.5167
0.2400 24.5167
0.3000 24.5167
0.3600 24.5167
0.4200 23.3492
0.4800 20.4306
0.5400 18.1605
0.6000 16.3444
0.6600 14.8586
0.7200 13.6204
0.7800 12.5727
0.8400 11.6746
0.9000 10.8963
0.9600 10.2153
1.0200 9.6144
1.0800 9.0802
1.1400 8.6023
1.2000 8.1722
1.2600 7.7831
1.3200 7.4293
1.3800 7.1063
1.4400 6.8102
1.5000 6.5378
1.5600 6.2863
1.6200 6.0535
STAAD SPACE -- PAGE NO. 11
1.6800 5.8373
1.7400 5.6360
1.8000 5.4482
1.8600 5.2724
1.9200 5.1076
1.9800 4.9529
2.0400 4.8072
2.1000 4.6698
2.1600 4.5401
2.2200 4.4174
2.2800 4.3012
2.3400 4.1909
2.4000 4.0861
2.4600 3.9864
2.5200 3.8915
2.5800 3.8010
2.6400 3.7146
2.7000 3.6321
2.7600 3.5531
2.8200 3.4775
2.8800 3.4051
2.9400 3.3356
3.0000 3.2689
3.0600 3.2048
3.1200 3.1432
3.1800 3.0839
3.2400 3.0268
3.3000 2.9717
3.3600 2.9186
3.4200 2.8674
3.4800 2.8180
3.5400 2.7703
3.6000 2.7241
3.6600 2.6794
3.7200 2.6362
3.7800 2.5944
3.8400 2.5538
3.9000 2.5145
3.9600 2.4764
4.0200 2.4517
4.0800 2.4517
4.1400 2.4517
4.2000 2.4517
4.2600 2.4517
4.3200 2.4517
4.3800 2.4517
4.4400 2.4517
4.5000 2.4517
4.5600 2.4517
4.6200 2.4517
4.6800 2.4517
4.7400 2.4517
4.8000 2.4517
4.8600 2.4517
4.9200 2.4517
4.9800 2.4517
STAAD SPACE -- PAGE NO. 12
5.0400 2.4517
5.1000 2.4517
5.1600 2.4517
5.2200 2.4517
5.2800 2.4517
5.3400 2.4517
5.4000 2.4517
5.4600 2.4517
5.5200 2.4517
5.5800 2.4517
5.6400 2.4517
5.7000 2.4517
5.7600 2.4517
5.8200 2.4517
5.8800 2.4517
5.9400 2.4517
EIGEN METHOD : SUBSPACE
-------------------------
NUMBER OF MODES REQUESTED = 50
NUMBER OF EXISTING MASSES IN THE MODEL = 90
NUMBER OF MODES THAT WILL BE USED = 50
*** EIGENSOLUTION : ADVANCED METHOD ***
STAAD SPACE -- PAGE NO. 13
CALCULATED FREQUENCIES FOR LOAD CASE 1
MODE FREQUENCY(CYCLES/SEC) PERIOD(SEC)
1 3.299 0.30314
2 4.513 0.22157
3 8.747 0.11432
4 10.076 0.09924
5 12.601 0.07936
6 32.152 0.03110
7 67.750 0.01476
8 67.990 0.01471
9 68.843 0.01453
10 70.679 0.01415
11 71.621 0.01396
12 71.712 0.01394
13 73.050 0.01369
14 75.299 0.01328
15 78.879 0.01268
16 85.007 0.01176
17 91.029 0.01099
18 91.989 0.01087
19 92.101 0.01086
20 92.960 0.01076
21 93.797 0.01066
22 94.286 0.01061
23 95.411 0.01048
C O M P O S I T E D A M P I N G SUMMARY
MODE STRAIN ENERGY DAMP*ENERGY COMPOSITE DAMPING
1 2.565972E+01 7.850347E-01 0.0306
2 3.095850E+01 9.899907E-01 0.0320
3 1.802559E+02 5.449556E+00 0.0302
4 1.768272E+02 6.119833E+00 0.0346
5 2.445134E+02 7.521179E+00 0.0308
6 1.787466E+03 5.694974E+01 0.0319
7 4.479752E+03 1.343998E+02 0.0300
8 2.413502E+03 7.257655E+01 0.0301
9 2.476470E+03 7.508756E+01 0.0303
10 2.368591E+03 7.320725E+01 0.0309
11 2.206914E+03 6.889423E+01 0.0312
12 2.062696E+03 6.442209E+01 0.0312
13 2.022382E+03 6.397979E+01 0.0316
14 2.200408E+03 7.196828E+01 0.0327
15 2.302982E+03 7.767730E+01 0.0337
16 2.385968E+03 8.530492E+01 0.0358
17 1.473957E+04 6.710150E+02 0.0455
18 4.121836E+03 1.266205E+02 0.0307
19 3.325656E+03 1.010278E+02 0.0304
20 3.560808E+03 1.207388E+02 0.0339
STAAD SPACE -- PAGE NO. 14
MODE STRAIN ENERGY DAMP*ENERGY COMPOSITE DAMPING
21 1.035646E+04 4.316483E+02 0.0417
22 3.490804E+03 1.076316E+02 0.0308
23 3.566267E+03 1.110562E+02 0.0311
RESPONSE SPECTRUM LOAD 1
RESPONSE LOAD CASE 1
MODAL WEIGHT (MODAL MASS TIMES g) IN KN GENERALIZED
MODE X Y Z WEIGHT
1 1.964054E-18 1.308434E-04 2.830457E+02 2.051552E+02
2 2.674250E+01 4.542309E-22 2.831355E-16 1.322364E+02
3 3.691978E-16 5.100442E-04 1.695390E+01 2.049607E+02
4 2.450581E+02 5.194456E-20 1.062592E-18 1.515248E+02
5 5.653800E-01 4.654347E-22 2.147549E-19 1.339801E+02
6 2.762138E+01 1.938472E-19 2.564185E-23 1.504427E+02
7 6.598658E-19 1.709744E+02 2.191617E-04 8.491271E+01
8 5.191913E-04 6.185341E-17 2.692479E-21 4.542528E+01
9 5.360731E-19 3.956473E-03 1.269518E-06 4.546258E+01
10 2.182148E-04 2.758105E-16 6.450639E-21 4.125279E+01
11 3.224079E-16 1.742969E+01 3.337676E-06 3.743274E+01
12 1.262537E-03 5.361497E-12 1.171853E-18 3.489788E+01
13 4.211876E-19 5.102359E-01 2.157682E-07 3.297345E+01
14 1.763146E-17 1.225476E+01 4.658799E-06 3.376513E+01
15 1.813976E-04 5.888747E-17 6.809534E-21 3.220428E+01
16 7.011052E-17 5.351847E-01 1.310061E-06 2.872755E+01
17 5.574666E-15 3.860356E-01 7.409277E-08 1.547635E+02
18 7.075983E-17 7.473508E+01 1.455537E-04 4.238036E+01
19 3.492625E-04 1.699958E-13 3.325831E-19 3.411115E+01
20 2.341742E-16 7.160742E+00 1.785033E-05 3.585092E+01
21 2.047414E-16 1.703045E-01 1.462912E-07 1.024189E+02
22 7.887139E-05 9.980200E-17 1.825640E-22 3.416440E+01
23 2.833687E-19 6.280115E-03 1.077931E-09 3.408452E+01
SRSS MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 3.000000E+02 3.000000E+02 3.000000E+02 KN
MISSING WEIGHT X Y Z -1.010016E-02 -1.583268E+01 -2.927266E-05 KN
MODAL WEIGHT X Y Z 2.999899E+02 2.841673E+02 3.000000E+02 KN
STAAD SPACE -- PAGE NO. 15
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 2.50001 0.05000
2 2.50001 0.05000
3 2.44320 0.05000
4 2.29243 0.05000
5 2.09360 0.05000
6 1.45919 0.05000
7 1.20990 0.05000
8 1.20911 0.05000
9 1.20633 0.05000
10 1.20057 0.05000
11 1.19774 0.05000
12 1.19747 0.05000
13 1.19357 0.05000
14 1.18733 0.05000
15 1.17814 0.05000
16 1.16420 0.05000
17 1.15232 0.05000
18 1.15058 0.05000
19 1.15037 0.05000
20 1.14884 0.05000
21 1.14738 0.05000
22 1.14654 0.05000
23 1.14463 0.05000
STAAD SPACE -- PAGE NO. 16
GENERALIZED WEIGHT & MODAL DISPLACEMENT
ADDITIONAL MODAL VALUES WEIGHT IN KN LENGTH IN METE
-----------------------------------------------------------
MODE GENERALIZED WEIGHT MODAL DISPLACEMENT
1 2.0515518E+02 5.5837332E-12
2 1.3223642E+02 1.3710564E-02
3 2.0496067E+02 1.0645137E-11
4 1.5152478E+02 7.1324722E-03
5 1.3398013E+02 -2.1276414E-04
6 1.5044269E+02 1.5024535E-04
7 8.4912708E+01 -5.7720174E-15
8 4.5425281E+01 2.1965811E-07
9 4.5462584E+01 -6.8657635E-15
10 4.1252788E+01 1.3730442E-07
11 3.7432740E+01 1.7022421E-13
12 3.4897880E+01 -3.4790965E-07
13 3.2973453E+01 6.2794410E-15
14 3.3765129E+01 3.7589293E-14
15 3.2204276E+01 -1.1163363E-07
16 2.8727553E+01 6.2520080E-14
17 1.5476348E+02 -2.0732456E-13
18 4.2380362E+01 -4.3643291E-14
19 3.4111148E+01 -1.0779617E-07
20 3.5850924E+01 8.4401328E-14
21 1.0241887E+02 4.5804245E-14
22 3.4164403E+01 4.8677231E-08
23 3.4084516E+01 -2.8478814E-15
FLOOR MODAL BASE ACTIONS
FLOOR MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
STORY NUMBER 3 HEIGHT 8.00
1 0.303 0.00 0.00 0.00 0.00 -0.00 0.00
2 0.222 41.35 -0.00 -0.00 -0.00 -857.44 -331.40
3 0.114 0.00 -0.00 -0.00 -0.00 0.00 -0.00
4 0.099 359.99 0.00 0.00 0.00 2616.88 -2901.05
5 0.079 5.86 0.00 -0.00 -0.00 -38.80 -47.32
6 0.031 -38.50 -0.00 -0.00 -0.00 -262.72 319.15
7 0.015 -0.00 -0.00 0.00 0.00 -0.00 -0.00
8 0.015 0.00 -0.00 0.00 0.00 0.02 1.55
9 0.015 -0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 -0.00 0.00 0.00 0.00 0.00
11 0.014 0.00 0.00 -0.00 -0.00 0.00 0.00
12 0.014 0.01 -0.00 0.00 0.00 0.05 0.88
13 0.014 -0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 -0.00 0.00 -0.00 -0.00 0.00 0.00
15 0.013 0.00 -0.00 0.00 0.00 0.00 -0.12
16 0.012 -0.00 -0.00 0.00 0.00 -0.00 -0.00
17 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
18 0.011 -0.00 -0.00 -0.00 0.00 0.00 -0.00
19 0.011 0.00 -0.00 -0.00 0.00 0.01 0.85
20 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
21 0.011 -0.00 -0.00 0.00 0.00 -0.00 -0.00
22 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.01
23 0.010 0.00 -0.00 0.00 0.00 -0.00 -0.00
STORY NUMBER 2 HEIGHT 4.00
1 0.303 0.00 0.00 0.00 0.00 -0.00 0.00
2 0.222 25.51 -0.00 -0.00 -0.00 -473.80 -102.52
3 0.114 0.00 -0.00 0.00 0.00 -0.00 -0.00
4 0.099 201.79 0.00 -0.00 -0.00 827.20 -822.77
5 0.079 -4.68 0.00 0.00 0.00 104.83 18.44
6 0.031 78.80 -0.00 0.00 0.00 552.34 -309.02
7 0.015 0.00 -0.00 -0.00 0.00 0.00 -0.00
8 0.015 -0.00 -0.00 -0.00 0.00 -0.01 0.98
9 0.015 0.00 -0.00 -0.00 0.00 0.00 -0.00
10 0.014 -0.00 -0.00 -0.00 0.00 -0.00 0.01
STAAD SPACE -- PAGE NO. 17
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
11 0.014 -0.00 0.00 0.00 -0.00 -0.00 0.00
12 0.014 -0.01 -0.00 -0.00 0.00 -0.04 0.61
13 0.014 0.00 0.00 -0.00 -0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 -0.00 -0.00 0.00
15 0.013 -0.00 -0.00 -0.00 0.00 -0.00 -0.07
16 0.012 0.00 -0.00 -0.00 0.00 0.00 -0.00
17 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
18 0.011 0.00 -0.00 0.00 0.00 -0.00 -0.00
19 0.011 -0.00 -0.00 0.00 0.00 -0.01 0.54
20 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
21 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
22 0.011 -0.00 -0.00 0.00 0.00 -0.00 0.00
23 0.010 -0.00 -0.00 -0.00 0.00 0.00 -0.00
STORY NUMBER 1 HEIGHT 0.00
1 0.303 0.00 0.00 0.00 0.00 0.00 0.00
2 0.222 0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 0.00 0.00 0.00 0.00 0.00
4 0.099 0.00 0.00 0.00 0.00 0.00 0.00
5 0.079 0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 0.00
7 0.015 0.00 0.00 0.00 0.00 0.00 0.00
8 0.015 0.00 0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 0.00 0.00 0.00 0.00 0.00
10 0.014 0.00 0.00 0.00 0.00 0.00 0.00
11 0.014 0.00 0.00 0.00 0.00 0.00 0.00
12 0.014 0.00 0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 0.00 0.00 0.00
16 0.012 0.00 0.00 0.00 0.00 0.00 0.00
17 0.011 0.00 0.00 0.00 0.00 0.00 0.00
18 0.011 0.00 0.00 0.00 0.00 0.00 0.00
19 0.011 0.00 0.00 0.00 0.00 0.00 0.00
20 0.011 0.00 0.00 0.00 0.00 0.00 0.00
21 0.011 0.00 0.00 0.00 0.00 0.00 0.00
22 0.011 0.00 0.00 0.00 0.00 0.00 0.00
23 0.010 0.00 0.00 0.00 0.00 0.00 0.00
STAAD SPACE -- PAGE NO. 18
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
1 0.303 0.00 0.00 0.00 0.00 -0.00 0.00
2 0.222 66.86 -0.00 -0.00 -0.00 -1331.24 -433.92
3 0.114 0.00 -0.00 0.00 -0.00 -0.00 -0.00
4 0.099 561.78 0.00 -0.00 0.00 3444.08 -3723.82
5 0.079 1.18 0.00 0.00 -0.00 66.03 -28.88
6 0.031 40.30 -0.00 -0.00 -0.00 289.62 10.13
7 0.015 0.00 -0.00 0.00 0.00 -0.00 -0.00
8 0.015 0.00 -0.00 0.00 0.00 0.00 2.53
9 0.015 0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 -0.00 0.00 0.00 -0.00 0.01
11 0.014 0.00 0.00 -0.00 -0.00 0.00 0.00
12 0.014 0.00 -0.00 0.00 0.00 0.01 1.49
13 0.014 0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 0.00 0.00 -0.00 -0.00 0.00 0.00
15 0.013 0.00 -0.00 0.00 0.00 0.00 -0.19
16 0.012 0.00 -0.00 0.00 0.00 -0.00 -0.00
17 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
18 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
19 0.011 0.00 -0.00 -0.00 0.00 0.00 1.39
20 0.011 0.00 0.00 0.00 -0.00 -0.00 0.00
21 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
22 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.01
23 0.010 0.00 -0.00 0.00 0.00 -0.00 -0.00
STAAD SPACE -- PAGE NO. 19
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z
1 0.00 0.00 94.35 0.000 0.000 94.349 0.00 0.00 0.00
2 8.91 0.00 0.00 8.914 0.000 94.349 66.86 0.00 0.00
3 0.00 0.00 5.65 8.914 0.000 100.000 0.00 0.00 0.00
4 81.69 0.00 0.00 90.600 0.000 100.000 561.78 0.00 0.00
5 0.19 0.00 0.00 90.789 0.000 100.000 1.18 0.00 0.00
6 9.21 0.00 0.00 99.996 0.000 100.000 40.30 0.00 0.00
7 0.00 56.99 0.00 99.996 56.992 100.000 0.00 0.00 0.00
8 0.00 0.00 0.00 99.996 56.992 100.000 0.00 0.00 0.00
9 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
10 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
11 0.00 5.81 0.00 99.996 62.803 100.000 0.00 0.00 0.00
12 0.00 0.00 0.00 99.996 62.803 100.000 0.00 0.00 0.00
13 0.00 0.17 0.00 99.996 62.973 100.000 0.00 0.00 0.00
14 0.00 4.08 0.00 99.996 67.058 100.000 0.00 0.00 0.00
15 0.00 0.00 0.00 99.996 67.058 100.000 0.00 0.00 0.00
16 0.00 0.18 0.00 99.996 67.236 100.000 0.00 0.00 0.00
17 0.00 0.13 0.00 99.996 67.365 100.000 0.00 0.00 0.00
18 0.00 24.91 0.00 99.996 92.277 100.000 0.00 0.00 0.00
19 0.00 0.00 0.00 99.997 92.277 100.000 0.00 0.00 0.00
20 0.00 2.39 0.00 99.997 94.664 100.000 0.00 0.00 0.00
21 0.00 0.06 0.00 99.997 94.720 100.000 0.00 0.00 0.00
22 0.00 0.00 0.00 99.997 94.720 100.000 0.00 0.00 0.00
23 0.00 0.00 0.00 99.997 94.722 100.000 0.00 0.00 0.00
---------------------------
TOTAL SRSS SHEAR 567.18 0.00 0.00
TOTAL 10PCT SHEAR 567.18 0.00 0.00
TOTAL ABS SHEAR 670.13 0.00 0.00
RESPONSE SPECTRUM LOAD 2
RESPONSE LOAD CASE 2
MODAL WEIGHT (MODAL MASS TIMES g) IN KN GENERALIZED
MODE X Y Z WEIGHT
1 1.964054E-18 1.308434E-04 2.830457E+02 2.051552E+02
2 2.674250E+01 4.542309E-22 2.831355E-16 1.322364E+02
3 3.691978E-16 5.100442E-04 1.695390E+01 2.049607E+02
4 2.450581E+02 5.194456E-20 1.062592E-18 1.515248E+02
5 5.653800E-01 4.654347E-22 2.147549E-19 1.339801E+02
STAAD SPACE -- PAGE NO. 20
6 2.762138E+01 1.938472E-19 2.564185E-23 1.504427E+02
7 6.598658E-19 1.709744E+02 2.191617E-04 8.491271E+01
8 5.191913E-04 6.185341E-17 2.692479E-21 4.542528E+01
9 5.360731E-19 3.956473E-03 1.269518E-06 4.546258E+01
10 2.182148E-04 2.758105E-16 6.450639E-21 4.125279E+01
11 3.224079E-16 1.742969E+01 3.337676E-06 3.743274E+01
12 1.262537E-03 5.361497E-12 1.171853E-18 3.489788E+01
13 4.211876E-19 5.102359E-01 2.157682E-07 3.297345E+01
14 1.763146E-17 1.225476E+01 4.658799E-06 3.376513E+01
15 1.813976E-04 5.888747E-17 6.809534E-21 3.220428E+01
16 7.011052E-17 5.351847E-01 1.310061E-06 2.872755E+01
17 5.574666E-15 3.860356E-01 7.409277E-08 1.547635E+02
18 7.075983E-17 7.473508E+01 1.455537E-04 4.238036E+01
19 3.492625E-04 1.699958E-13 3.325831E-19 3.411115E+01
20 2.341742E-16 7.160742E+00 1.785033E-05 3.585092E+01
21 2.047414E-16 1.703045E-01 1.462912E-07 1.024189E+02
22 7.887139E-05 9.980200E-17 1.825640E-22 3.416440E+01
23 2.833687E-19 6.280115E-03 1.077931E-09 3.408452E+01
SRSS MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 3.000000E+02 3.000000E+02 3.000000E+02 KN
MISSING WEIGHT X Y Z -1.010016E-02 -1.583268E+01 -2.927266E-05 KN
MODAL WEIGHT X Y Z 2.999899E+02 2.841673E+02 3.000000E+02 KN
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 2.50001 0.05000
2 2.50001 0.05000
3 2.44320 0.05000
4 2.29243 0.05000
5 2.09360 0.05000
6 1.45919 0.05000
7 1.20990 0.05000
8 1.20911 0.05000
9 1.20633 0.05000
10 1.20057 0.05000
11 1.19774 0.05000
12 1.19747 0.05000
13 1.19357 0.05000
14 1.18733 0.05000
15 1.17814 0.05000
16 1.16420 0.05000
17 1.15232 0.05000
18 1.15058 0.05000
19 1.15037 0.05000
20 1.14884 0.05000
21 1.14738 0.05000
22 1.14654 0.05000
23 1.14463 0.05000
STAAD SPACE -- PAGE NO. 21
GENERALIZED WEIGHT & MODAL DISPLACEMENT
ADDITIONAL MODAL VALUES WEIGHT IN KN LENGTH IN METE
-----------------------------------------------------------
MODE GENERALIZED WEIGHT MODAL DISPLACEMENT
1 2.0515518E+02 6.7031081E-02
2 1.3223642E+02 -4.4611981E-11
3 2.0496067E+02 2.2811639E-03
4 1.5152478E+02 -4.6966566E-13
5 1.3398013E+02 -1.3112929E-13
6 1.5044269E+02 -1.4476148E-16
7 8.4912708E+01 -1.0519186E-07
8 4.5425281E+01 5.0021847E-16
9 4.5462584E+01 -1.0565649E-08
10 4.1252788E+01 7.4652399E-16
11 3.7432740E+01 -1.7319708E-08
12 3.4897880E+01 -1.0599392E-14
13 3.2973453E+01 4.4944538E-09
14 3.3765129E+01 -1.9322218E-08
15 3.2204276E+01 -6.8397141E-16
16 2.8727553E+01 8.5462120E-09
17 1.5476348E+02 7.5583890E-10
18 4.2380362E+01 6.2594438E-08
19 3.4111148E+01 3.3264226E-15
20 3.5850924E+01 2.3302518E-08
21 1.0241887E+02 -1.2243683E-09
22 3.4164403E+01 -7.4058291E-17
23 3.4084516E+01 -1.7564733E-10
FLOOR MODAL BASE ACTIONS
FLOOR MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
STORY NUMBER 3 HEIGHT 8.00
1 0.303 0.00 0.27 440.40 3524.70 -4403.96 2.70
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 -0.14 -63.91 -512.08 639.12 -1.44
4 0.099 -0.00 -0.00 -0.00 -0.00 -0.00 0.00
5 0.079 0.00 0.00 -0.00 -0.00 -0.00 -0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 -0.00
7 0.015 -0.00 -0.14 0.00 0.20 -0.01 -1.45
8 0.015 0.00 -0.00 0.00 0.00 0.00 0.00
9 0.015 -0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 -0.00 0.00 0.00 0.00 0.00
11 0.014 -0.00 -0.01 0.00 0.04 -0.00 -0.06
12 0.014 0.00 -0.00 0.00 0.00 0.00 0.00
13 0.014 -0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 0.00 -0.01 0.00 0.04 -0.00 -0.06
15 0.013 0.00 -0.00 0.00 0.00 0.00 -0.00
16 0.012 -0.00 -0.00 0.00 0.00 -0.00 -0.01
17 0.011 0.00 -0.00 -0.00 0.00 0.00 -0.00
18 0.011 0.00 0.07 0.00 -0.59 -0.00 0.74
19 0.011 -0.00 0.00 0.00 -0.00 -0.00 -0.00
20 0.011 -0.00 0.01 0.00 -0.06 -0.00 0.08
21 0.011 0.00 0.00 -0.00 -0.00 0.00 0.00
22 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
23 0.010 0.00 -0.00 0.00 0.00 -0.00 -0.00
STORY NUMBER 2 HEIGHT 4.00
1 0.303 0.00 0.21 267.22 1070.06 -2672.20 2.12
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 -0.08 105.33 420.88 -1053.34 -0.83
4 0.099 -0.00 -0.00 0.00 0.00 -0.00 0.00
5 0.079 -0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 -0.00 0.00 -0.00 -0.00 -0.00 0.00
7 0.015 0.00 -0.09 -0.00 0.12 0.00 -0.89
8 0.015 -0.00 -0.00 -0.00 0.00 -0.00 0.00
9 0.015 0.00 -0.00 -0.00 0.00 0.00 -0.00
10 0.014 -0.00 -0.00 -0.00 0.00 -0.00 0.00
STAAD SPACE -- PAGE NO. 22
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
11 0.014 0.00 -0.00 -0.00 0.03 0.00 -0.03
12 0.014 -0.00 -0.00 -0.00 0.00 -0.00 0.00
13 0.014 0.00 0.00 -0.00 -0.00 0.00 0.00
14 0.013 -0.00 -0.00 -0.00 0.03 0.00 -0.03
15 0.013 -0.00 -0.00 -0.00 0.00 -0.00 -0.00
16 0.012 0.00 -0.00 -0.00 0.00 0.00 -0.00
17 0.011 -0.00 -0.00 0.00 0.00 -0.00 -0.00
18 0.011 -0.00 0.05 -0.00 -0.37 0.00 0.46
19 0.011 0.00 0.00 -0.00 -0.00 0.00 -0.00
20 0.011 0.00 0.00 -0.00 -0.04 0.00 0.05
21 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
22 0.011 0.00 0.00 -0.00 -0.00 0.00 -0.00
23 0.010 -0.00 -0.00 -0.00 0.00 0.00 -0.00
STORY NUMBER 1 HEIGHT 0.00
1 0.303 0.00 0.00 0.00 0.00 0.00 0.00
2 0.222 0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 0.00 0.00 0.00 0.00 0.00
4 0.099 0.00 0.00 0.00 0.00 0.00 0.00
5 0.079 0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 0.00
7 0.015 0.00 0.00 0.00 0.00 0.00 0.00
8 0.015 0.00 0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 0.00 0.00 0.00 0.00 0.00
10 0.014 0.00 0.00 0.00 0.00 0.00 0.00
11 0.014 0.00 0.00 0.00 0.00 0.00 0.00
12 0.014 0.00 0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 0.00 0.00 0.00
16 0.012 0.00 0.00 0.00 0.00 0.00 0.00
17 0.011 0.00 0.00 0.00 0.00 0.00 0.00
18 0.011 0.00 0.00 0.00 0.00 0.00 0.00
19 0.011 0.00 0.00 0.00 0.00 0.00 0.00
20 0.011 0.00 0.00 0.00 0.00 0.00 0.00
21 0.011 0.00 0.00 0.00 0.00 0.00 0.00
22 0.011 0.00 0.00 0.00 0.00 0.00 0.00
23 0.010 0.00 0.00 0.00 0.00 0.00 0.00
STAAD SPACE -- PAGE NO. 23
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
1 0.303 0.00 0.48 707.62 4594.76 -7076.16 4.81
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 -0.23 41.42 -91.21 -414.22 -2.27
4 0.099 -0.00 -0.00 0.00 -0.00 -0.00 0.00
5 0.079 0.00 0.00 0.00 -0.00 0.00 -0.00
6 0.031 -0.00 0.00 0.00 0.00 -0.00 -0.00
7 0.015 0.00 -0.23 0.00 0.32 -0.00 -2.34
8 0.015 0.00 -0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 -0.00 0.00 0.00 -0.00 -0.00
10 0.014 0.00 -0.00 0.00 0.00 -0.00 0.00
11 0.014 -0.00 -0.01 0.00 0.07 -0.00 -0.09
12 0.014 0.00 -0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 -0.00 -0.00 0.00
14 0.013 -0.00 -0.01 0.00 0.07 -0.00 -0.09
15 0.013 0.00 -0.00 0.00 0.00 0.00 -0.00
16 0.012 0.00 -0.00 0.00 0.01 -0.00 -0.01
17 0.011 -0.00 -0.00 0.00 0.00 -0.00 -0.00
18 0.011 -0.00 0.12 0.00 -0.96 -0.00 1.20
19 0.011 -0.00 0.00 0.00 -0.00 -0.00 -0.00
20 0.011 0.00 0.01 0.00 -0.10 -0.00 0.13
21 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
22 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
23 0.010 0.00 -0.00 0.00 0.00 -0.00 -0.00
STAAD SPACE -- PAGE NO. 24
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z
1 0.00 0.00 94.35 0.000 0.000 94.349 0.00 0.00 707.62
2 8.91 0.00 0.00 8.914 0.000 94.349 0.00 0.00 0.00
3 0.00 0.00 5.65 8.914 0.000 100.000 0.00 0.00 41.42
4 81.69 0.00 0.00 90.600 0.000 100.000 0.00 0.00 0.00
5 0.19 0.00 0.00 90.789 0.000 100.000 0.00 0.00 0.00
6 9.21 0.00 0.00 99.996 0.000 100.000 0.00 0.00 0.00
7 0.00 56.99 0.00 99.996 56.992 100.000 0.00 0.00 0.00
8 0.00 0.00 0.00 99.996 56.992 100.000 0.00 0.00 0.00
9 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
10 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
11 0.00 5.81 0.00 99.996 62.803 100.000 0.00 0.00 0.00
12 0.00 0.00 0.00 99.996 62.803 100.000 0.00 0.00 0.00
13 0.00 0.17 0.00 99.996 62.973 100.000 0.00 0.00 0.00
14 0.00 4.08 0.00 99.996 67.058 100.000 0.00 0.00 0.00
15 0.00 0.00 0.00 99.996 67.058 100.000 0.00 0.00 0.00
16 0.00 0.18 0.00 99.996 67.236 100.000 0.00 0.00 0.00
17 0.00 0.13 0.00 99.996 67.365 100.000 0.00 0.00 0.00
18 0.00 24.91 0.00 99.996 92.277 100.000 0.00 0.00 0.00
19 0.00 0.00 0.00 99.997 92.277 100.000 0.00 0.00 0.00
20 0.00 2.39 0.00 99.997 94.664 100.000 0.00 0.00 0.00
21 0.00 0.06 0.00 99.997 94.720 100.000 0.00 0.00 0.00
22 0.00 0.00 0.00 99.997 94.720 100.000 0.00 0.00 0.00
23 0.00 0.00 0.00 99.997 94.722 100.000 0.00 0.00 0.00
---------------------------
TOTAL SRSS SHEAR 0.00 0.00 708.83
TOTAL 10PCT SHEAR 0.00 0.00 708.83
TOTAL ABS SHEAR 0.00 0.00 749.04
RESPONSE SPECTRUM LOAD 3
RESPONSE LOAD CASE 3
MODAL WEIGHT (MODAL MASS TIMES g) IN KN GENERALIZED
MODE X Y Z WEIGHT
1 1.964054E-18 1.308434E-04 2.830457E+02 2.051552E+02
2 2.674250E+01 4.542309E-22 2.831355E-16 1.322364E+02
3 3.691978E-16 5.100442E-04 1.695390E+01 2.049607E+02
4 2.450581E+02 5.194456E-20 1.062592E-18 1.515248E+02
5 5.653800E-01 4.654347E-22 2.147549E-19 1.339801E+02
STAAD SPACE -- PAGE NO. 25
6 2.762138E+01 1.938472E-19 2.564185E-23 1.504427E+02
7 6.598658E-19 1.709744E+02 2.191617E-04 8.491271E+01
8 5.191913E-04 6.185341E-17 2.692479E-21 4.542528E+01
9 5.360731E-19 3.956473E-03 1.269518E-06 4.546258E+01
10 2.182148E-04 2.758105E-16 6.450639E-21 4.125279E+01
11 3.224079E-16 1.742969E+01 3.337676E-06 3.743274E+01
12 1.262537E-03 5.361497E-12 1.171853E-18 3.489788E+01
13 4.211876E-19 5.102359E-01 2.157682E-07 3.297345E+01
14 1.763146E-17 1.225476E+01 4.658799E-06 3.376513E+01
15 1.813976E-04 5.888747E-17 6.809534E-21 3.220428E+01
16 7.011052E-17 5.351847E-01 1.310061E-06 2.872755E+01
17 5.574666E-15 3.860356E-01 7.409277E-08 1.547635E+02
18 7.075983E-17 7.473508E+01 1.455537E-04 4.238036E+01
19 3.492625E-04 1.699958E-13 3.325831E-19 3.411115E+01
20 2.341742E-16 7.160742E+00 1.785033E-05 3.585092E+01
21 2.047414E-16 1.703045E-01 1.462912E-07 1.024189E+02
22 7.887139E-05 9.980200E-17 1.825640E-22 3.416440E+01
23 2.833687E-19 6.280115E-03 1.077931E-09 3.408452E+01
SRSS MODAL COMBINATION METHOD USED.
DYNAMIC WEIGHT X Y Z 3.000000E+02 3.000000E+02 3.000000E+02 KN
MISSING WEIGHT X Y Z -1.010016E-02 -1.583268E+01 -2.927266E-05 KN
MODAL WEIGHT X Y Z 2.999899E+02 2.841673E+02 3.000000E+02 KN
MODE ACCELERATION-G DAMPING
---- -------------- -------
1 2.50001 0.05000
2 2.50001 0.05000
3 2.44320 0.05000
4 2.29243 0.05000
5 2.09360 0.05000
6 1.45919 0.05000
7 1.20990 0.05000
8 1.20911 0.05000
9 1.20633 0.05000
10 1.20057 0.05000
11 1.19774 0.05000
12 1.19747 0.05000
13 1.19357 0.05000
14 1.18733 0.05000
15 1.17814 0.05000
16 1.16420 0.05000
17 1.15232 0.05000
18 1.15058 0.05000
19 1.15037 0.05000
20 1.14884 0.05000
21 1.14738 0.05000
22 1.14654 0.05000
23 1.14463 0.05000
STAAD SPACE -- PAGE NO. 26
GENERALIZED WEIGHT & MODAL DISPLACEMENT
ADDITIONAL MODAL VALUES WEIGHT IN KN LENGTH IN METE
-----------------------------------------------------------
MODE GENERALIZED WEIGHT MODAL DISPLACEMENT
1 2.0515518E+02 4.5574707E-05
2 1.3223642E+02 -5.6505748E-14
3 2.0496067E+02 -1.2511969E-05
4 1.5152478E+02 1.0384262E-13
5 1.3398013E+02 -6.1046055E-15
6 1.5044269E+02 -1.2586591E-14
7 8.4912708E+01 9.2910634E-05
8 4.5425281E+01 -7.5816786E-14
9 4.5462584E+01 5.8983553E-07
10 4.1252788E+01 -1.5436463E-13
11 3.7432740E+01 3.9578863E-05
12 3.4897880E+01 2.2671873E-11
13 3.2973453E+01 6.9114428E-06
14 3.3765129E+01 3.1338075E-05
15 3.2204276E+01 6.3604917E-14
16 2.8727553E+01 -5.4623531E-06
17 1.5476348E+02 -1.7252618E-06
18 4.2380362E+01 4.4852471E-05
19 3.4111148E+01 2.3781894E-12
20 3.5850924E+01 1.4759061E-05
21 1.0241887E+02 -1.3210400E-06
22 3.4164403E+01 -5.4756509E-14
23 3.4084516E+01 4.2396479E-07
FLOOR MODAL BASE ACTIONS
FLOOR MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
STORY NUMBER 3 HEIGHT 8.00
1 0.303 0.00 0.00 0.30 2.40 -2.99 0.00
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 -0.00 0.00 0.35 2.81 -3.51 0.01
4 0.099 0.00 0.00 0.00 0.00 0.00 -0.00
5 0.079 0.00 0.00 -0.00 -0.00 -0.00 -0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 -0.00
7 0.015 0.00 127.86 -0.64 -176.80 6.41 1278.56
8 0.015 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
9 0.015 0.00 0.00 -0.00 -0.00 0.00 0.03
10 0.014 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
11 0.014 0.00 12.91 -0.03 -102.73 0.30 129.09
12 0.014 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
13 0.014 -0.00 0.38 0.00 -3.03 -0.02 3.77
14 0.013 -0.00 9.00 -0.03 -71.80 0.25 89.97
15 0.013 -0.00 0.00 -0.00 -0.00 -0.00 0.00
16 0.012 0.00 0.39 -0.00 -3.08 0.03 3.85
17 0.011 -0.00 0.27 0.00 -2.20 -0.00 2.75
18 0.011 0.00 53.12 0.33 -424.47 -3.25 531.23
19 0.011 -0.00 0.00 0.00 -0.00 -0.00 -0.00
20 0.011 -0.00 5.08 0.04 -40.59 -0.38 50.83
21 0.011 0.00 0.12 -0.00 -0.97 0.00 1.21
22 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
23 0.010 -0.00 0.00 -0.00 -0.04 0.00 0.04
STORY NUMBER 2 HEIGHT 4.00
1 0.303 0.00 0.00 0.18 0.73 -1.82 0.00
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 -0.00 0.00 -0.58 -2.31 5.78 0.00
4 0.099 0.00 0.00 -0.00 -0.00 0.00 -0.00
5 0.079 -0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 -0.00 0.00 -0.00 -0.00 -0.00 0.00
7 0.015 -0.00 79.01 0.41 -104.53 -4.06 790.06
8 0.015 0.00 0.00 0.00 -0.00 0.00 -0.00
9 0.015 -0.00 0.00 0.00 -0.00 -0.00 0.02
10 0.014 0.00 0.00 0.00 -0.00 0.00 -0.00
STAAD SPACE -- PAGE NO. 27
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
11 0.014 -0.00 7.97 0.02 -63.19 -0.20 79.67
12 0.014 0.00 0.00 0.00 -0.00 0.00 -0.00
13 0.014 0.00 0.23 -0.00 -1.88 0.01 2.32
14 0.013 0.00 5.55 0.02 -44.14 -0.17 55.54
15 0.013 0.00 0.00 0.00 -0.00 0.00 0.00
16 0.012 -0.00 0.24 0.00 -1.88 -0.02 2.38
17 0.011 0.00 0.17 -0.00 -1.36 0.00 1.70
18 0.011 -0.00 32.87 -0.21 -264.86 2.05 328.65
19 0.011 0.00 0.00 -0.00 -0.00 0.00 -0.00
20 0.011 0.00 3.14 -0.03 -25.38 0.25 31.44
21 0.011 -0.00 0.07 0.00 -0.60 -0.00 0.75
22 0.011 0.00 0.00 -0.00 -0.00 0.00 -0.00
23 0.010 0.00 0.00 0.00 -0.02 -0.00 0.03
STORY NUMBER 1 HEIGHT 0.00
1 0.303 0.00 0.00 0.00 0.00 0.00 0.00
2 0.222 0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 0.00 0.00 0.00 0.00 0.00 0.00
4 0.099 0.00 0.00 0.00 0.00 0.00 0.00
5 0.079 0.00 0.00 0.00 0.00 0.00 0.00
6 0.031 0.00 0.00 0.00 0.00 0.00 0.00
7 0.015 0.00 0.00 0.00 0.00 0.00 0.00
8 0.015 0.00 0.00 0.00 0.00 0.00 0.00
9 0.015 0.00 0.00 0.00 0.00 0.00 0.00
10 0.014 0.00 0.00 0.00 0.00 0.00 0.00
11 0.014 0.00 0.00 0.00 0.00 0.00 0.00
12 0.014 0.00 0.00 0.00 0.00 0.00 0.00
13 0.014 0.00 0.00 0.00 0.00 0.00 0.00
14 0.013 0.00 0.00 0.00 0.00 0.00 0.00
15 0.013 0.00 0.00 0.00 0.00 0.00 0.00
16 0.012 0.00 0.00 0.00 0.00 0.00 0.00
17 0.011 0.00 0.00 0.00 0.00 0.00 0.00
18 0.011 0.00 0.00 0.00 0.00 0.00 0.00
19 0.011 0.00 0.00 0.00 0.00 0.00 0.00
20 0.011 0.00 0.00 0.00 0.00 0.00 0.00
21 0.011 0.00 0.00 0.00 0.00 0.00 0.00
22 0.011 0.00 0.00 0.00 0.00 0.00 0.00
23 0.010 0.00 0.00 0.00 0.00 0.00 0.00
STAAD SPACE -- PAGE NO. 28
MODAL BASE ACTIONS
MODAL BASE ACTIONS FORCES IN KN LENGTH IN METE
-----------------------------------------------------------
MOMENTS ARE ABOUT THE ORIGIN
MODE PERIOD FX FY FZ MX MY MZ
1 0.303 0.00 0.00 0.48 3.12 -4.81 0.00
2 0.222 -0.00 0.00 0.00 0.00 0.00 0.00
3 0.114 -0.00 0.00 -0.23 0.50 2.27 0.01
4 0.099 0.00 0.00 -0.00 0.00 0.00 -0.00
5 0.079 0.00 0.00 0.00 -0.00 0.00 -0.00
6 0.031 -0.00 0.00 0.00 0.00 -0.00 -0.00
7 0.015 -0.00 206.86 -0.23 -281.33 2.34 2068.62
8 0.015 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
9 0.015 -0.00 0.00 -0.00 -0.01 0.00 0.05
10 0.014 -0.00 0.00 -0.00 -0.00 0.00 -0.00
11 0.014 0.00 20.88 -0.01 -165.92 0.09 208.76
12 0.014 -0.00 0.00 -0.00 -0.00 -0.00 -0.00
13 0.014 0.00 0.61 0.00 -4.91 -0.00 6.09
14 0.013 0.00 14.55 -0.01 -115.94 0.09 145.50
15 0.013 -0.00 0.00 -0.00 -0.00 -0.00 0.00
16 0.012 -0.00 0.62 -0.00 -4.96 0.01 6.23
17 0.011 0.00 0.44 -0.00 -3.56 0.00 4.45
18 0.011 -0.00 85.99 0.12 -689.33 -1.20 859.88
19 0.011 -0.00 0.00 0.00 -0.00 -0.00 -0.00
20 0.011 0.00 8.23 0.01 -65.97 -0.13 82.27
21 0.011 -0.00 0.20 0.00 -1.56 -0.00 1.95
22 0.011 -0.00 0.00 0.00 -0.00 -0.00 0.00
23 0.010 -0.00 0.01 -0.00 -0.06 0.00 0.07
STAAD SPACE -- PAGE NO. 29
PARTICIPATION FACTORS
MASS PARTICIPATION FACTORS IN PERCENT BASE SHEAR IN KN
-------------------------------------- ------------------
MODE X Y Z SUMM-X SUMM-Y SUMM-Z X Y Z
1 0.00 0.00 94.35 0.000 0.000 94.349 0.00 0.00 0.00
2 8.91 0.00 0.00 8.914 0.000 94.349 0.00 0.00 0.00
3 0.00 0.00 5.65 8.914 0.000 100.000 0.00 0.00 0.00
4 81.69 0.00 0.00 90.600 0.000 100.000 0.00 0.00 0.00
5 0.19 0.00 0.00 90.789 0.000 100.000 0.00 0.00 0.00
6 9.21 0.00 0.00 99.996 0.000 100.000 0.00 0.00 0.00
7 0.00 56.99 0.00 99.996 56.992 100.000 0.00 206.86 0.00
8 0.00 0.00 0.00 99.996 56.992 100.000 0.00 0.00 0.00
9 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
10 0.00 0.00 0.00 99.996 56.993 100.000 0.00 0.00 0.00
11 0.00 5.81 0.00 99.996 62.803 100.000 0.00 20.88 0.00
12 0.00 0.00 0.00 99.996 62.803 100.000 0.00 0.00 0.00
13 0.00 0.17 0.00 99.996 62.973 100.000 0.00 0.61 0.00
14 0.00 4.08 0.00 99.996 67.058 100.000 0.00 14.55 0.00
15 0.00 0.00 0.00 99.996 67.058 100.000 0.00 0.00 0.00
16 0.00 0.18 0.00 99.996 67.236 100.000 0.00 0.62 0.00
17 0.00 0.13 0.00 99.996 67.365 100.000 0.00 0.44 0.00
18 0.00 24.91 0.00 99.996 92.277 100.000 0.00 85.99 0.00
19 0.00 0.00 0.00 99.997 92.277 100.000 0.00 0.00 0.00
20 0.00 2.39 0.00 99.997 94.664 100.000 0.00 8.23 0.00
21 0.00 0.06 0.00 99.997 94.720 100.000 0.00 0.20 0.00
22 0.00 0.00 0.00 99.997 94.720 100.000 0.00 0.00 0.00
23 0.00 0.00 0.00 99.997 94.722 100.000 0.00 0.01 0.00
---------------------------
TOTAL SRSS SHEAR 0.00 225.62 0.00
TOTAL 10PCT SHEAR 0.00 249.20 0.00
TOTAL ABS SHEAR 0.00 338.39 0.00
************ END OF DATA FROM INTERNAL STORAGE ************
185. PRINT ANALYSIS RESULTS
ANALYSIS RESULTS
STAAD SPACE -- PAGE NO. 30
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 1 0.6109 0.0039 0.7722 0.0004 0.0008 0.0007
2 0.0002 0.0102 4.0730 0.0009 0.0000 0.0003
3 0.0005 0.0059 0.0031 0.0000 0.0000 0.0000
3 1 0.6110 0.0027 0.3864 0.0000 0.0008 0.0002
2 0.0001 0.0123 4.0731 0.0003 0.0000 0.0001
3 0.0003 0.0057 0.0030 0.0000 0.0000 0.0000
4 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 1 0.6111 0.0000 0.0000 0.0000 0.0008 0.0003
2 0.0000 0.0106 4.0732 0.0004 0.0000 0.0000
3 0.0000 0.0058 0.0031 0.0000 0.0000 0.0000
6 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
7 1 0.6110 0.0027 0.3864 0.0000 0.0008 0.0002
2 0.0001 0.0123 4.0731 0.0003 0.0000 0.0001
3 0.0003 0.0057 0.0030 0.0000 0.0000 0.0000
8 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
9 1 0.6109 0.0039 0.7722 0.0004 0.0008 0.0007
2 0.0002 0.0102 4.0730 0.0009 0.0000 0.0003
3 0.0005 0.0059 0.0031 0.0000 0.0000 0.0000
10 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
11 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
12 1 0.3894 0.0117 0.7722 0.0002 0.0008 0.0001
2 0.0000 0.0079 4.0728 0.0001 0.0000 0.0001
3 0.0000 0.0038 0.0031 0.0000 0.0000 0.0000
13 1 0.3893 0.0032 0.3864 0.0000 0.0008 0.0001
2 0.0000 0.0136 4.0731 0.0002 0.0000 0.0000
3 0.0000 0.0032 0.0030 0.0000 0.0000 0.0000
14 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
15 1 0.3894 0.0000 0.0000 0.0000 0.0008 0.0001
2 0.0000 0.0098 4.0732 0.0001 0.0000 0.0000
3 0.0000 0.0034 0.0031 0.0000 0.0000 0.0000
16 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
STAAD SPACE -- PAGE NO. 31
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
17 1 0.3893 0.0032 0.3864 0.0000 0.0008 0.0001
2 0.0000 0.0136 4.0731 0.0002 0.0000 0.0000
3 0.0000 0.0032 0.0030 0.0000 0.0000 0.0000
18 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
19 1 0.3894 0.0117 0.7722 0.0002 0.0008 0.0001
2 0.0000 0.0079 4.0728 0.0001 0.0000 0.0001
3 0.0000 0.0038 0.0031 0.0000 0.0000 0.0000
20 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
21 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
22 1 0.3454 0.0063 0.7719 0.0006 0.0008 0.0009
2 0.0008 0.0119 4.0722 0.0015 0.0000 0.0001
3 0.0005 0.0028 0.0031 0.0000 0.0000 0.0000
23 1 0.3466 0.0014 0.3864 0.0001 0.0008 0.0007
2 0.0002 0.0120 4.0729 0.0007 0.0000 0.0000
3 0.0003 0.0018 0.0030 0.0000 0.0000 0.0000
24 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
25 1 0.3468 0.0000 0.0000 0.0000 0.0008 0.0007
2 0.0000 0.0124 4.0731 0.0008 0.0000 0.0000
3 0.0000 0.0016 0.0031 0.0000 0.0000 0.0000
26 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
27 1 0.3466 0.0014 0.3864 0.0001 0.0008 0.0007
2 0.0002 0.0120 4.0729 0.0007 0.0000 0.0000
3 0.0003 0.0018 0.0030 0.0000 0.0000 0.0000
28 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
29 1 0.3454 0.0063 0.7719 0.0006 0.0008 0.0009
2 0.0008 0.0119 4.0722 0.0015 0.0000 0.0001
3 0.0005 0.0028 0.0031 0.0000 0.0000 0.0000
30 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
31 1 0.9975 0.0050 1.4072 0.0002 0.0014 0.0003
2 0.0012 0.0133 6.7045 0.0003 0.0000 0.0001
STAAD SPACE -- PAGE NO. 32
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
3 0.0002 0.0095 0.0046 0.0000 0.0000 0.0000
32 1 0.9972 0.0035 0.7038 0.0000 0.0014 0.0001
2 0.0005 0.0160 6.7031 0.0001 0.0000 0.0000
3 0.0001 0.0093 0.0046 0.0000 0.0000 0.0000
33 1 0.9972 0.0000 0.0000 0.0000 0.0014 0.0001
2 0.0000 0.0139 6.7027 0.0002 0.0000 0.0000
3 0.0000 0.0094 0.0046 0.0000 0.0000 0.0000
34 1 0.9972 0.0035 0.7038 0.0000 0.0014 0.0001
2 0.0005 0.0160 6.7031 0.0001 0.0000 0.0000
3 0.0001 0.0093 0.0046 0.0000 0.0000 0.0000
35 1 0.9975 0.0050 1.4072 0.0002 0.0014 0.0003
2 0.0012 0.0133 6.7045 0.0003 0.0000 0.0001
3 0.0002 0.0095 0.0046 0.0000 0.0000 0.0000
36 1 0.6767 0.0157 1.4070 0.0001 0.0014 0.0001
2 0.0000 0.0101 6.7041 0.0000 0.0000 0.0000
3 0.0000 0.0061 0.0046 0.0000 0.0000 0.0000
37 1 0.6766 0.0039 0.7037 0.0000 0.0014 0.0000
2 0.0001 0.0167 6.7029 0.0000 0.0000 0.0000
3 0.0000 0.0052 0.0046 0.0000 0.0000 0.0000
38 1 0.6766 0.0000 0.0000 0.0000 0.0014 0.0001
2 0.0000 0.0124 6.7026 0.0000 0.0000 0.0000
3 0.0000 0.0056 0.0046 0.0000 0.0000 0.0000
39 1 0.6766 0.0039 0.7037 0.0000 0.0014 0.0000
2 0.0001 0.0167 6.7029 0.0000 0.0000 0.0000
3 0.0000 0.0052 0.0046 0.0000 0.0000 0.0000
40 1 0.6767 0.0157 1.4070 0.0001 0.0014 0.0001
2 0.0000 0.0101 6.7041 0.0000 0.0000 0.0000
3 0.0000 0.0061 0.0046 0.0000 0.0000 0.0000
41 1 0.7441 0.0088 1.4070 0.0005 0.0014 0.0007
2 0.0014 0.0152 6.7039 0.0007 0.0000 0.0001
3 0.0002 0.0045 0.0046 0.0000 0.0000 0.0000
42 1 0.7434 0.0020 0.7037 0.0000 0.0014 0.0005
2 0.0006 0.0153 6.7028 0.0003 0.0000 0.0000
3 0.0001 0.0029 0.0046 0.0000 0.0000 0.0000
43 1 0.7434 0.0000 0.0000 0.0000 0.0014 0.0005
2 0.0000 0.0158 6.7024 0.0004 0.0000 0.0000
3 0.0000 0.0025 0.0046 0.0000 0.0000 0.0000
44 1 0.7434 0.0020 0.7037 0.0000 0.0014 0.0005
2 0.0006 0.0153 6.7028 0.0003 0.0000 0.0000
3 0.0001 0.0029 0.0046 0.0000 0.0000 0.0000
45 1 0.7441 0.0088 1.4070 0.0005 0.0014 0.0007
2 0.0014 0.0152 6.7039 0.0007 0.0000 0.0001
3 0.0002 0.0045 0.0046 0.0000 0.0000 0.0000
46 1 0.6045 0.0016 0.7647 0.0004 0.0008 0.0007
2 0.0002 0.0045 4.0730 0.0009 0.0000 0.0003
3 0.0005 0.0058 0.0031 0.0000 0.0000 0.0000
STAAD SPACE -- PAGE NO. 33
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
47 1 0.6046 0.0030 0.3864 0.0000 0.0008 0.0002
2 0.0001 0.0091 4.0731 0.0003 0.0000 0.0001
3 0.0003 0.0056 0.0030 0.0000 0.0000 0.0000
48 1 0.6047 0.0000 0.0000 0.0000 0.0008 0.0003
2 0.0000 0.0063 4.0732 0.0004 0.0000 0.0000
3 0.0000 0.0057 0.0031 0.0000 0.0000 0.0000
49 1 0.6046 0.0030 0.3864 0.0000 0.0008 0.0002
2 0.0001 0.0091 4.0731 0.0003 0.0000 0.0001
3 0.0003 0.0056 0.0030 0.0000 0.0000 0.0000
50 1 0.6045 0.0016 0.7647 0.0004 0.0008 0.0007
2 0.0002 0.0045 4.0730 0.0009 0.0000 0.0003
3 0.0005 0.0058 0.0031 0.0000 0.0000 0.0000
51 1 0.3894 0.0111 0.7647 0.0002 0.0008 0.0001
2 0.0000 0.0090 4.0728 0.0001 0.0000 0.0001
3 0.0000 0.0037 0.0031 0.0000 0.0000 0.0000
52 1 0.3434 0.0023 0.7644 0.0006 0.0008 0.0009
2 0.0007 0.0018 4.0722 0.0015 0.0000 0.0001
3 0.0005 0.0027 0.0031 0.0000 0.0000 0.0000
53 1 0.3445 0.0013 0.3864 0.0001 0.0008 0.0007
2 0.0002 0.0048 4.0729 0.0007 0.0000 0.0000
3 0.0003 0.0017 0.0030 0.0000 0.0000 0.0000
54 1 0.3448 0.0000 0.0000 0.0000 0.0008 0.0007
2 0.0000 0.0044 4.0731 0.0008 0.0000 0.0000
3 0.0000 0.0015 0.0031 0.0000 0.0000 0.0000
55 1 0.3445 0.0013 0.3864 0.0001 0.0008 0.0007
2 0.0002 0.0048 4.0729 0.0007 0.0000 0.0000
3 0.0003 0.0017 0.0030 0.0000 0.0000 0.0000
56 1 0.3434 0.0023 0.7644 0.0006 0.0008 0.0009
2 0.0007 0.0018 4.0722 0.0015 0.0000 0.0001
3 0.0005 0.0027 0.0031 0.0000 0.0000 0.0000
57 1 0.3894 0.0111 0.7647 0.0002 0.0008 0.0001
2 0.0000 0.0090 4.0728 0.0001 0.0000 0.0001
3 0.0000 0.0037 0.0031 0.0000 0.0000 0.0000
58 1 0.9868 0.0038 1.3934 0.0002 0.0014 0.0003
2 0.0011 0.0112 6.7045 0.0003 0.0000 0.0001
3 0.0002 0.0093 0.0046 0.0000 0.0000 0.0000
59 1 0.9866 0.0036 0.7038 0.0000 0.0014 0.0001
2 0.0005 0.0148 6.7031 0.0001 0.0000 0.0000
3 0.0001 0.0091 0.0046 0.0000 0.0000 0.0000
60 1 0.9865 0.0000 0.0000 0.0000 0.0014 0.0001
2 0.0000 0.0124 6.7027 0.0002 0.0000 0.0000
3 0.0000 0.0092 0.0046 0.0000 0.0000 0.0000
61 1 0.9866 0.0036 0.7038 0.0000 0.0014 0.0001
2 0.0005 0.0148 6.7031 0.0001 0.0000 0.0000
3 0.0001 0.0091 0.0046 0.0000 0.0000 0.0000
62 1 0.9868 0.0038 1.3934 0.0002 0.0014 0.0003
STAAD SPACE -- PAGE NO. 34
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
2 0.0011 0.0112 6.7045 0.0003 0.0000 0.0001
3 0.0002 0.0093 0.0046 0.0000 0.0000 0.0000
63 1 0.6767 0.0155 1.3932 0.0001 0.0014 0.0001
2 0.0000 0.0106 6.7041 0.0000 0.0000 0.0000
3 0.0000 0.0061 0.0046 0.0000 0.0000 0.0000
64 1 0.7377 0.0059 1.3933 0.0005 0.0014 0.0007
2 0.0013 0.0093 6.7039 0.0007 0.0000 0.0001
3 0.0002 0.0044 0.0046 0.0000 0.0000 0.0000
65 1 0.7371 0.0019 0.7037 0.0000 0.0014 0.0005
2 0.0006 0.0118 6.7028 0.0003 0.0000 0.0000
3 0.0001 0.0028 0.0046 0.0000 0.0000 0.0000
66 1 0.7371 0.0000 0.0000 0.0000 0.0014 0.0005
2 0.0000 0.0120 6.7024 0.0004 0.0000 0.0000
3 0.0000 0.0025 0.0046 0.0000 0.0000 0.0000
67 1 0.7371 0.0019 0.7037 0.0000 0.0014 0.0005
2 0.0006 0.0118 6.7028 0.0003 0.0000 0.0000
3 0.0001 0.0028 0.0046 0.0000 0.0000 0.0000
68 1 0.7377 0.0059 1.3933 0.0005 0.0014 0.0007
2 0.0013 0.0093 6.7039 0.0007 0.0000 0.0001
3 0.0002 0.0044 0.0046 0.0000 0.0000 0.0000
69 1 0.6767 0.0155 1.3932 0.0001 0.0014 0.0001
2 0.0000 0.0106 6.7041 0.0000 0.0000 0.0000
3 0.0000 0.0061 0.0046 0.0000 0.0000 0.0000
STAAD SPACE -- PAGE NO. 35
SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
1 1 27.02 18.77 6.09 12.71 0.01 59.53
2 3.28 49.47 34.78 70.60 0.00 4.14
3 0.03 28.33 0.03 0.06 0.00 0.06
4 1 32.14 13.14 3.47 6.92 0.01 66.00
2 0.60 59.33 35.75 71.88 0.00 0.75
3 0.03 27.60 0.03 0.06 0.00 0.05
6 1 31.17 0.00 0.00 0.00 0.01 64.78
2 0.00 51.34 35.55 71.62 0.00 0.00
3 0.00 27.96 0.04 0.06 0.00 0.00
8 1 32.14 13.14 3.47 6.92 0.01 66.00
2 0.60 59.33 35.75 71.88 0.00 0.75
3 0.03 27.60 0.03 0.06 0.00 0.05
10 1 27.02 18.77 6.09 12.71 0.01 59.53
2 3.28 49.47 34.78 70.60 0.00 4.14
3 0.03 28.33 0.03 0.06 0.00 0.06
11 1 20.77 56.69 7.11 14.07 0.01 42.41
2 1.16 38.37 36.55 72.94 0.00 1.46
3 0.06 18.25 0.03 0.06 0.00 0.08
14 1 22.40 15.56 3.43 6.87 0.01 44.48
2 0.57 65.69 36.58 72.99 0.00 0.71
3 0.02 15.37 0.03 0.06 0.00 0.03
16 1 22.36 0.00 0.00 0.00 0.01 44.42
2 0.00 47.19 36.52 72.91 0.00 0.00
3 0.00 16.62 0.03 0.06 0.00 0.00
18 1 22.40 15.56 3.43 6.87 0.01 44.48
2 0.57 65.69 36.58 72.99 0.00 0.71
3 0.02 15.37 0.03 0.06 0.00 0.03
20 1 20.77 56.69 7.11 14.07 0.01 42.41
2 1.16 38.37 36.55 72.94 0.00 1.46
3 0.06 18.25 0.03 0.06 0.00 0.08
21 1 69.83 54.99 12.43 25.85 0.02 210.76
2 12.47 103.61 68.22 140.13 0.00 14.20
3 0.24 24.40 0.07 0.12 0.00 0.46
24 1 88.23 12.51 6.79 13.71 0.02 231.78
2 0.56 104.37 71.09 143.94 0.00 0.56
3 0.17 15.56 0.07 0.12 0.00 0.31
26 1 87.68 0.00 0.00 0.00 0.02 231.27
2 0.00 107.80 70.79 143.54 0.00 0.00
3 0.00 13.59 0.07 0.12 0.00 0.00
28 1 88.23 12.51 6.79 13.71 0.02 231.78
2 0.56 104.37 71.09 143.94 0.00 0.56
3 0.17 15.56 0.07 0.12 0.00 0.31
30 1 69.83 54.99 12.43 25.85 0.02 210.76
2 12.47 103.61 68.22 140.13 0.00 14.20
3 0.24 24.40 0.07 0.12 0.00 0.46
STAAD SPACE -- PAGE NO. 36
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 18.77 27.02 6.09 0.01 12.71 59.53
2 18.77 27.02 6.09 0.01 11.64 48.57
2 1 49.47 3.28 34.78 0.00 70.60 4.14
2 49.47 3.28 34.78 0.00 68.53 8.97
3 1 28.33 0.03 0.03 0.00 0.06 0.06
2 28.33 0.03 0.03 0.00 0.08 0.07
2 1 2 1.05 6.34 0.06 0.01 0.16 18.92
3 1.05 6.34 0.06 0.01 0.16 12.77
2 2 0.27 1.71 0.00 0.01 0.01 6.56
3 0.27 1.71 0.00 0.01 0.00 1.97
3 2 0.78 0.04 0.00 0.00 0.00 0.10
3 0.78 0.04 0.00 0.00 0.00 0.12
3 1 3 13.14 32.14 3.47 0.01 6.96 62.56
4 13.14 32.14 3.47 0.01 6.92 66.00
2 3 59.33 0.60 35.75 0.00 71.12 1.65
4 59.33 0.60 35.75 0.00 71.88 0.75
3 3 27.60 0.03 0.03 0.00 0.07 0.06
4 27.60 0.03 0.03 0.00 0.06 0.05
4 1 3 0.92 3.82 0.07 0.00 0.17 8.96
5 0.92 3.82 0.07 0.00 0.16 10.11
2 3 0.41 0.35 0.00 0.00 0.00 1.24
5 0.41 0.35 0.00 0.00 0.00 0.52
3 3 1.23 0.03 0.00 0.00 0.00 0.08
5 1.23 0.03 0.00 0.00 0.00 0.07
5 1 5 0.00 31.17 0.00 0.01 0.00 59.90
6 0.00 31.17 0.00 0.01 0.00 64.78
2 5 51.34 0.00 35.55 0.00 70.59 0.00
6 51.34 0.00 35.55 0.00 71.62 0.00
3 5 27.96 0.00 0.04 0.00 0.08 0.00
6 27.96 0.00 0.04 0.00 0.06 0.00
6 1 5 0.92 3.82 0.07 0.00 0.16 10.11
7 0.92 3.82 0.07 0.00 0.17 8.96
2 5 0.41 0.35 0.00 0.00 0.00 0.52
7 0.41 0.35 0.00 0.00 0.00 1.24
3 5 1.23 0.03 0.00 0.00 0.00 0.07
7 1.23 0.03 0.00 0.00 0.00 0.08
9 1 7 13.14 32.14 3.47 0.01 6.96 62.56
8 13.14 32.14 3.47 0.01 6.92 66.00
STAAD SPACE -- PAGE NO. 37
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 7 59.33 0.60 35.75 0.00 71.12 1.65
8 59.33 0.60 35.75 0.00 71.88 0.75
3 7 27.60 0.03 0.03 0.00 0.07 0.06
8 27.60 0.03 0.03 0.00 0.06 0.05
10 1 7 1.05 6.34 0.06 0.01 0.16 12.77
9 1.05 6.34 0.06 0.01 0.16 18.92
2 7 0.27 1.71 0.00 0.01 0.00 1.97
9 0.27 1.71 0.00 0.01 0.01 6.56
3 7 0.78 0.04 0.00 0.00 0.00 0.12
9 0.78 0.04 0.00 0.00 0.00 0.10
13 1 9 18.77 27.02 6.09 0.01 11.64 48.57
10 18.77 27.02 6.09 0.01 12.71 59.53
2 9 49.47 3.28 34.78 0.00 68.53 8.97
10 49.47 3.28 34.78 0.00 70.60 4.14
3 9 28.33 0.03 0.03 0.00 0.08 0.07
10 28.33 0.03 0.03 0.00 0.06 0.06
14 1 2 0.63 3.95 0.10 0.01 0.19 12.36
12 0.63 3.95 0.10 0.01 0.19 4.30
2 2 0.90 8.07 0.00 0.00 0.01 24.45
12 0.90 8.07 0.00 0.00 0.01 7.84
3 2 0.46 0.09 0.00 0.00 0.00 0.09
12 0.46 0.09 0.00 0.00 0.00 0.26
15 1 3 0.56 0.45 0.10 0.00 0.20 1.25
13 0.56 0.45 0.10 0.00 0.20 0.59
2 3 0.22 1.95 0.00 0.00 0.00 7.81
13 0.22 1.95 0.00 0.00 0.00 0.03
3 3 0.14 0.04 0.00 0.00 0.00 0.02
13 0.14 0.04 0.00 0.00 0.00 0.14
16 1 5 0.00 0.00 0.10 0.00 0.19 0.00
15 0.00 0.00 0.10 0.00 0.20 0.00
2 5 0.33 3.49 0.00 0.00 0.00 11.55
15 0.33 3.49 0.00 0.00 0.00 2.41
3 5 0.11 0.04 0.00 0.00 0.00 0.04
15 0.11 0.04 0.00 0.00 0.00 0.16
17 1 7 0.56 0.45 0.10 0.00 0.20 1.25
17 0.56 0.45 0.10 0.00 0.20 0.59
2 7 0.22 1.95 0.00 0.00 0.00 7.81
17 0.22 1.95 0.00 0.00 0.00 0.03
3 7 0.14 0.04 0.00 0.00 0.00 0.02
17 0.14 0.04 0.00 0.00 0.00 0.14
STAAD SPACE -- PAGE NO. 38
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
18 1 9 0.63 3.95 0.10 0.01 0.19 12.36
19 0.63 3.95 0.10 0.01 0.19 4.30
2 9 0.90 8.07 0.00 0.00 0.01 24.45
19 0.90 8.07 0.00 0.00 0.01 7.84
3 9 0.46 0.09 0.00 0.00 0.00 0.09
19 0.46 0.09 0.00 0.00 0.00 0.26
19 1 11 56.69 20.77 7.11 0.01 14.07 42.41
12 56.69 20.77 7.11 0.01 14.38 40.67
2 11 38.37 1.16 36.55 0.00 72.94 1.46
12 38.37 1.16 36.55 0.00 73.26 3.19
3 11 18.25 0.06 0.03 0.00 0.06 0.08
12 18.25 0.06 0.03 0.00 0.07 0.17
20 1 12 0.42 1.02 0.06 0.00 0.15 3.05
13 0.42 1.02 0.06 0.00 0.16 2.42
2 12 0.09 0.23 0.00 0.00 0.00 1.60
13 0.09 0.23 0.00 0.00 0.00 0.45
3 12 0.01 0.02 0.00 0.00 0.00 0.05
13 0.01 0.02 0.00 0.00 0.00 0.08
21 1 13 15.56 22.40 3.43 0.01 6.84 45.14
14 15.56 22.40 3.43 0.01 6.87 44.48
2 13 65.69 0.57 36.58 0.00 73.35 1.55
14 65.69 0.57 36.58 0.00 72.99 0.71
3 13 15.37 0.02 0.03 0.00 0.07 0.06
14 15.37 0.02 0.03 0.00 0.06 0.03
22 1 13 0.10 1.17 0.07 0.00 0.17 2.71
15 0.10 1.17 0.07 0.00 0.17 3.14
2 13 0.11 0.26 0.00 0.00 0.00 0.98
15 0.11 0.26 0.00 0.00 0.00 0.32
3 13 0.02 0.02 0.00 0.00 0.00 0.05
15 0.02 0.02 0.00 0.00 0.00 0.06
23 1 15 0.00 22.36 0.00 0.01 0.00 45.04
16 0.00 22.36 0.00 0.01 0.00 44.42
2 15 47.19 0.00 36.52 0.00 73.19 0.00
16 47.19 0.00 36.52 0.00 72.91 0.00
3 15 16.62 0.00 0.03 0.00 0.07 0.00
16 16.62 0.00 0.03 0.00 0.06 0.00
24 1 15 0.10 1.17 0.07 0.00 0.17 3.14
17 0.10 1.17 0.07 0.00 0.17 2.71
STAAD SPACE -- PAGE NO. 39
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 15 0.11 0.26 0.00 0.00 0.00 0.32
17 0.11 0.26 0.00 0.00 0.00 0.98
3 15 0.02 0.02 0.00 0.00 0.00 0.06
17 0.02 0.02 0.00 0.00 0.00 0.05
27 1 17 15.56 22.40 3.43 0.01 6.84 45.14
18 15.56 22.40 3.43 0.01 6.87 44.48
2 17 65.69 0.57 36.58 0.00 73.35 1.55
18 65.69 0.57 36.58 0.00 72.99 0.71
3 17 15.37 0.02 0.03 0.00 0.07 0.06
18 15.37 0.02 0.03 0.00 0.06 0.03
28 1 17 0.42 1.02 0.06 0.00 0.16 2.42
19 0.42 1.02 0.06 0.00 0.15 3.05
2 17 0.09 0.23 0.00 0.00 0.00 0.45
19 0.09 0.23 0.00 0.00 0.00 1.60
3 17 0.01 0.02 0.00 0.00 0.00 0.08
19 0.01 0.02 0.00 0.00 0.00 0.05
31 1 19 56.69 20.77 7.11 0.01 14.38 40.67
20 56.69 20.77 7.11 0.01 14.07 42.41
2 19 38.37 1.16 36.55 0.00 73.26 3.19
20 38.37 1.16 36.55 0.00 72.94 1.46
3 19 18.25 0.06 0.03 0.00 0.07 0.17
20 18.25 0.06 0.03 0.00 0.06 0.08
32 1 12 2.75 5.01 0.09 0.01 0.18 3.30
22 2.75 5.01 0.09 0.01 0.20 16.77
2 12 3.36 14.39 0.00 0.00 0.00 15.08
22 3.36 14.39 0.00 0.00 0.02 42.49
3 12 0.41 0.08 0.00 0.00 0.00 0.23
22 0.41 0.08 0.00 0.00 0.00 0.11
33 1 13 0.38 0.65 0.09 0.01 0.19 0.82
23 0.38 0.65 0.09 0.01 0.19 1.76
2 13 0.81 4.93 0.00 0.00 0.00 2.64
23 0.81 4.93 0.00 0.00 0.00 17.10
3 13 0.13 0.04 0.00 0.00 0.00 0.13
23 0.13 0.04 0.00 0.00 0.00 0.04
34 1 15 0.00 0.00 0.10 0.01 0.19 0.00
25 0.00 0.00 0.10 0.01 0.19 0.00
2 15 0.49 6.47 0.00 0.00 0.00 5.28
25 0.49 6.47 0.00 0.00 0.00 20.60
3 15 0.11 0.04 0.00 0.00 0.00 0.15
25 0.11 0.04 0.00 0.00 0.00 0.03
STAAD SPACE -- PAGE NO. 40
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
35 1 17 0.38 0.65 0.09 0.01 0.19 0.82
27 0.38 0.65 0.09 0.01 0.19 1.76
2 17 0.81 4.93 0.00 0.00 0.00 2.64
27 0.81 4.93 0.00 0.00 0.00 17.10
3 17 0.13 0.04 0.00 0.00 0.00 0.13
27 0.13 0.04 0.00 0.00 0.00 0.04
36 1 19 2.75 5.01 0.09 0.01 0.18 3.30
29 2.75 5.01 0.09 0.01 0.20 16.77
2 19 3.36 14.39 0.00 0.00 0.00 15.08
29 3.36 14.39 0.00 0.00 0.02 42.49
3 19 0.41 0.08 0.00 0.00 0.00 0.23
29 0.41 0.08 0.00 0.00 0.00 0.11
37 1 21 54.99 69.83 12.43 0.02 25.85 210.76
22 54.99 69.83 12.43 0.02 23.92 69.21
2 21 103.61 12.47 68.22 0.00 140.13 14.20
22 103.61 12.47 68.22 0.00 132.75 35.69
3 21 24.40 0.24 0.07 0.00 0.12 0.46
22 24.40 0.24 0.07 0.00 0.15 0.51
38 1 22 4.63 12.12 0.07 0.01 0.17 31.69
23 4.63 12.12 0.07 0.01 0.16 28.92
2 22 2.20 0.99 0.00 0.01 0.01 3.45
23 2.20 0.99 0.00 0.01 0.00 1.49
3 22 0.74 0.04 0.00 0.00 0.00 0.09
23 0.74 0.04 0.00 0.00 0.00 0.09
39 1 23 12.51 88.23 6.79 0.02 13.43 121.29
24 12.51 88.23 6.79 0.02 13.71 231.78
2 23 104.37 0.56 71.09 0.00 140.44 1.70
24 104.37 0.56 71.09 0.00 143.94 0.56
3 23 15.56 0.17 0.07 0.00 0.15 0.39
24 15.56 0.17 0.07 0.00 0.12 0.31
40 1 23 1.08 10.87 0.06 0.00 0.16 27.13
25 1.08 10.87 0.06 0.00 0.16 27.24
2 23 0.74 0.07 0.00 0.00 0.00 0.22
25 0.74 0.07 0.00 0.00 0.00 0.12
3 23 1.20 0.02 0.00 0.00 0.00 0.04
25 1.20 0.02 0.00 0.00 0.00 0.05
41 1 25 0.00 87.68 0.00 0.02 0.00 119.61
26 0.00 87.68 0.00 0.02 0.00 231.27
STAAD SPACE -- PAGE NO. 41
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 25 107.80 0.00 70.79 0.00 139.62 0.00
26 107.80 0.00 70.79 0.00 143.54 0.00
3 25 13.59 0.00 0.07 0.00 0.15 0.00
26 13.59 0.00 0.07 0.00 0.12 0.00
42 1 25 1.08 10.87 0.06 0.00 0.16 27.24
27 1.08 10.87 0.06 0.00 0.16 27.13
2 25 0.74 0.07 0.00 0.00 0.00 0.12
27 0.74 0.07 0.00 0.00 0.00 0.22
3 25 1.20 0.02 0.00 0.00 0.00 0.05
27 1.20 0.02 0.00 0.00 0.00 0.04
45 1 27 12.51 88.23 6.79 0.02 13.43 121.29
28 12.51 88.23 6.79 0.02 13.71 231.78
2 27 104.37 0.56 71.09 0.00 140.44 1.70
28 104.37 0.56 71.09 0.00 143.94 0.56
3 27 15.56 0.17 0.07 0.00 0.15 0.39
28 15.56 0.17 0.07 0.00 0.12 0.31
46 1 27 4.63 12.12 0.07 0.01 0.16 28.92
29 4.63 12.12 0.07 0.01 0.17 31.69
2 27 2.20 0.99 0.00 0.01 0.00 1.49
29 2.20 0.99 0.00 0.01 0.01 3.45
3 27 0.74 0.04 0.00 0.00 0.00 0.09
29 0.74 0.04 0.00 0.00 0.00 0.09
49 1 29 54.99 69.83 12.43 0.02 23.92 69.21
30 54.99 69.83 12.43 0.02 25.85 210.76
2 29 103.61 12.47 68.22 0.00 132.75 35.69
30 103.61 12.47 68.22 0.00 140.13 14.20
3 29 24.40 0.24 0.07 0.00 0.15 0.51
30 24.40 0.24 0.07 0.00 0.12 0.46
58 1 2 5.23 11.56 5.06 0.01 9.92 19.99
31 5.23 11.56 5.06 0.01 10.33 26.29
2 2 14.55 4.66 21.61 0.00 42.59 10.66
31 14.55 4.66 21.61 0.00 43.84 8.00
3 2 17.53 0.07 0.06 0.00 0.12 0.12
31 17.53 0.07 0.06 0.00 0.14 0.15
59 1 3 3.79 18.93 3.00 0.01 6.00 36.89
32 3.79 18.93 3.00 0.01 6.02 38.83
2 3 17.85 0.90 22.95 0.00 45.66 2.05
32 17.85 0.90 22.95 0.00 46.15 1.53
3 3 17.07 0.04 0.05 0.00 0.10 0.08
32 17.07 0.04 0.05 0.00 0.11 0.09
STAAD SPACE -- PAGE NO. 42
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
60 1 5 0.00 17.82 0.00 0.01 0.00 34.16
33 0.00 17.82 0.00 0.01 0.00 37.12
2 5 15.91 0.00 22.67 0.00 45.02 0.00
33 15.91 0.00 22.67 0.00 45.68 0.00
3 5 17.30 0.00 0.07 0.00 0.12 0.00
33 17.30 0.00 0.07 0.00 0.14 0.00
61 1 7 3.79 18.93 3.00 0.01 6.00 36.89
34 3.79 18.93 3.00 0.01 6.02 38.83
2 7 17.85 0.90 22.95 0.00 45.66 2.05
34 17.85 0.90 22.95 0.00 46.15 1.53
3 7 17.07 0.04 0.05 0.00 0.10 0.08
34 17.07 0.04 0.05 0.00 0.11 0.09
62 1 9 5.23 11.56 5.06 0.01 9.92 19.99
35 5.23 11.56 5.06 0.01 10.33 26.29
2 9 14.55 4.66 21.61 0.00 42.59 10.66
35 14.55 4.66 21.61 0.00 43.84 8.00
3 9 17.53 0.07 0.06 0.00 0.12 0.12
35 17.53 0.07 0.06 0.00 0.14 0.15
63 1 12 19.06 14.82 6.52 0.01 13.11 29.17
36 19.06 14.82 6.52 0.01 12.96 30.11
2 12 10.64 1.67 24.02 0.00 48.16 3.83
36 10.64 1.67 24.02 0.00 47.91 2.86
3 12 11.35 0.18 0.05 0.00 0.09 0.32
36 11.35 0.18 0.05 0.00 0.10 0.40
64 1 13 3.50 17.17 2.97 0.01 5.95 34.44
37 3.50 17.17 2.97 0.01 5.94 34.25
2 13 15.09 0.77 24.04 0.00 48.22 1.80
37 15.09 0.77 24.04 0.00 47.94 1.28
3 13 9.54 0.06 0.04 0.00 0.08 0.11
37 9.54 0.06 0.04 0.00 0.09 0.13
65 1 15 0.00 17.42 0.00 0.01 0.00 34.78
38 0.00 17.42 0.00 0.01 0.00 34.90
2 15 12.71 0.00 23.96 0.00 48.03 0.00
38 12.71 0.00 23.96 0.00 47.80 0.00
3 15 10.32 0.00 0.04 0.00 0.08 0.00
38 10.32 0.00 0.04 0.00 0.09 0.00
66 1 17 3.50 17.17 2.97 0.01 5.95 34.44
39 3.50 17.17 2.97 0.01 5.94 34.25
STAAD SPACE -- PAGE NO. 43
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 17 15.09 0.77 24.04 0.00 48.22 1.80
39 15.09 0.77 24.04 0.00 47.94 1.28
3 17 9.54 0.06 0.04 0.00 0.08 0.11
39 9.54 0.06 0.04 0.00 0.09 0.13
67 1 19 19.06 14.82 6.52 0.01 13.11 29.17
40 19.06 14.82 6.52 0.01 12.96 30.11
2 19 10.64 1.67 24.02 0.00 48.16 3.83
40 10.64 1.67 24.02 0.00 47.91 2.86
3 19 11.35 0.18 0.05 0.00 0.09 0.32
40 11.35 0.18 0.05 0.00 0.10 0.40
68 1 22 21.82 32.07 8.78 0.02 17.02 49.11
41 21.82 32.07 8.78 0.02 18.11 80.15
2 22 28.71 16.68 40.36 0.00 78.66 39.23
41 28.71 16.68 40.36 0.00 82.77 27.55
3 22 15.14 0.16 0.13 0.00 0.24 0.25
41 15.14 0.16 0.13 0.00 0.28 0.50
69 1 23 4.80 69.20 5.92 0.02 11.81 119.83
42 4.80 69.20 5.92 0.02 11.88 157.08
2 23 28.84 1.29 44.29 0.00 87.69 2.89
42 28.84 1.29 44.29 0.00 89.48 2.27
3 23 9.63 0.24 0.11 0.00 0.20 0.36
42 9.63 0.24 0.11 0.00 0.23 0.59
70 1 25 0.00 67.95 0.00 0.02 0.00 117.15
43 0.00 67.95 0.00 0.02 0.00 154.77
2 25 29.47 0.00 43.85 0.00 86.69 0.00
43 29.47 0.00 43.85 0.00 88.72 0.00
3 25 8.41 0.00 0.11 0.00 0.21 0.00
43 8.41 0.00 0.11 0.00 0.24 0.00
71 1 27 4.80 69.20 5.92 0.02 11.81 119.83
44 4.80 69.20 5.92 0.02 11.88 157.08
2 27 28.84 1.29 44.29 0.00 87.69 2.89
44 28.84 1.29 44.29 0.00 89.48 2.27
3 27 9.63 0.24 0.11 0.00 0.20 0.36
44 9.63 0.24 0.11 0.00 0.23 0.59
72 1 29 21.82 32.07 8.78 0.02 17.02 49.11
45 21.82 32.07 8.78 0.02 18.11 80.15
2 29 28.71 16.68 40.36 0.00 78.66 39.23
45 28.71 16.68 40.36 0.00 82.77 27.55
3 29 15.14 0.16 0.13 0.00 0.24 0.25
45 15.14 0.16 0.13 0.00 0.28 0.50
STAAD SPACE -- PAGE NO. 44
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
73 1 31 1.47 2.49 0.12 0.00 0.30 7.55
32 1.47 2.49 0.12 0.00 0.30 4.93
2 31 2.42 0.73 0.00 0.00 0.01 2.85
32 2.42 0.73 0.00 0.00 0.00 0.80
3 31 0.35 0.07 0.00 0.00 0.00 0.15
32 0.35 0.07 0.00 0.00 0.00 0.19
74 1 32 0.48 1.55 0.12 0.00 0.31 3.75
33 0.48 1.55 0.12 0.00 0.31 4.00
2 32 2.09 0.11 0.00 0.00 0.00 0.42
33 2.09 0.11 0.00 0.00 0.00 0.12
3 32 0.55 0.05 0.00 0.00 0.00 0.12
33 0.55 0.05 0.00 0.00 0.00 0.11
75 1 33 0.48 1.55 0.12 0.00 0.31 4.00
34 0.48 1.55 0.12 0.00 0.31 3.75
2 33 2.09 0.11 0.00 0.00 0.00 0.12
34 2.09 0.11 0.00 0.00 0.00 0.42
3 33 0.55 0.05 0.00 0.00 0.00 0.11
34 0.55 0.05 0.00 0.00 0.00 0.12
77 1 34 1.47 2.49 0.12 0.00 0.30 4.93
35 1.47 2.49 0.12 0.00 0.30 7.55
2 34 2.42 0.73 0.00 0.00 0.00 0.80
35 2.42 0.73 0.00 0.00 0.01 2.85
3 34 0.35 0.07 0.00 0.00 0.00 0.19
35 0.35 0.07 0.00 0.00 0.00 0.15
79 1 31 1.13 1.56 0.18 0.00 0.36 5.30
36 1.13 1.56 0.18 0.00 0.36 1.72
2 31 2.21 3.31 0.01 0.00 0.02 9.67
36 2.21 3.31 0.01 0.00 0.00 3.59
3 31 0.20 0.13 0.00 0.00 0.00 0.14
36 0.20 0.13 0.00 0.00 0.00 0.41
80 1 32 0.14 0.27 0.18 0.00 0.36 0.52
37 0.14 0.27 0.18 0.00 0.36 0.58
2 32 0.91 0.98 0.00 0.00 0.00 3.17
37 0.91 0.98 0.00 0.00 0.00 0.75
3 32 0.06 0.06 0.00 0.00 0.00 0.03
37 0.06 0.06 0.00 0.00 0.00 0.21
81 1 33 0.00 0.00 0.18 0.00 0.36 0.00
38 0.00 0.00 0.18 0.00 0.36 0.00
STAAD SPACE -- PAGE NO. 45
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 33 0.44 1.44 0.00 0.00 0.00 4.34
38 0.44 1.44 0.00 0.00 0.00 1.42
3 33 0.05 0.06 0.00 0.00 0.00 0.06
38 0.05 0.06 0.00 0.00 0.00 0.25
82 1 34 0.14 0.27 0.18 0.00 0.36 0.52
39 0.14 0.27 0.18 0.00 0.36 0.58
2 34 0.91 0.98 0.00 0.00 0.00 3.17
39 0.91 0.98 0.00 0.00 0.00 0.75
3 34 0.06 0.06 0.00 0.00 0.00 0.03
39 0.06 0.06 0.00 0.00 0.00 0.21
83 1 35 1.13 1.56 0.18 0.00 0.36 5.30
40 1.13 1.56 0.18 0.00 0.36 1.72
2 35 2.21 3.31 0.01 0.00 0.02 9.67
40 2.21 3.31 0.01 0.00 0.00 3.59
3 35 0.20 0.13 0.00 0.00 0.00 0.14
40 0.20 0.13 0.00 0.00 0.00 0.41
84 1 36 0.24 0.88 0.12 0.00 0.30 2.16
37 0.24 0.88 0.12 0.00 0.30 2.35
2 36 0.26 0.02 0.00 0.00 0.00 0.42
37 0.26 0.02 0.00 0.00 0.00 0.43
3 36 0.02 0.03 0.00 0.00 0.00 0.07
37 0.02 0.03 0.00 0.00 0.00 0.12
85 1 37 0.35 0.94 0.12 0.00 0.31 2.18
38 0.35 0.94 0.12 0.00 0.31 2.54
2 37 0.30 0.02 0.00 0.00 0.00 0.16
38 0.30 0.02 0.00 0.00 0.00 0.10
3 37 0.02 0.03 0.00 0.00 0.00 0.08
38 0.02 0.03 0.00 0.00 0.00 0.10
86 1 38 0.35 0.94 0.12 0.00 0.31 2.54
39 0.35 0.94 0.12 0.00 0.31 2.18
2 38 0.30 0.02 0.00 0.00 0.00 0.10
39 0.30 0.02 0.00 0.00 0.00 0.16
3 38 0.02 0.03 0.00 0.00 0.00 0.10
39 0.02 0.03 0.00 0.00 0.00 0.08
88 1 39 0.24 0.88 0.12 0.00 0.30 2.35
40 0.24 0.88 0.12 0.00 0.30 2.16
2 39 0.26 0.02 0.00 0.00 0.00 0.43
40 0.26 0.02 0.00 0.00 0.00 0.42
3 39 0.02 0.03 0.00 0.00 0.00 0.12
40 0.02 0.03 0.00 0.00 0.00 0.07
STAAD SPACE -- PAGE NO. 46
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
90 1 36 1.74 3.43 0.18 0.01 0.36 2.11
41 1.74 3.43 0.18 0.01 0.35 11.66
2 36 0.73 5.68 0.00 0.00 0.01 5.65
41 0.73 5.68 0.00 0.00 0.01 17.08
3 36 0.20 0.12 0.00 0.00 0.00 0.37
41 0.20 0.12 0.00 0.00 0.00 0.14
91 1 37 0.17 0.22 0.18 0.01 0.35 0.18
42 0.17 0.22 0.18 0.01 0.36 0.72
2 37 0.51 1.76 0.00 0.00 0.00 0.38
42 0.51 1.76 0.00 0.00 0.00 6.68
3 37 0.06 0.06 0.00 0.00 0.00 0.21
42 0.06 0.06 0.00 0.00 0.00 0.04
92 1 38 0.00 0.00 0.18 0.01 0.36 0.00
43 0.00 0.00 0.18 0.01 0.36 0.00
2 38 0.58 2.49 0.00 0.00 0.00 1.63
43 0.58 2.49 0.00 0.00 0.00 8.32
3 38 0.05 0.06 0.00 0.00 0.00 0.23
43 0.05 0.06 0.00 0.00 0.00 0.04
93 1 39 0.17 0.22 0.18 0.01 0.35 0.18
44 0.17 0.22 0.18 0.01 0.36 0.72
2 39 0.51 1.76 0.00 0.00 0.00 0.38
44 0.51 1.76 0.00 0.00 0.00 6.68
3 39 0.06 0.06 0.00 0.00 0.00 0.21
44 0.06 0.06 0.00 0.00 0.00 0.04
94 1 40 1.74 3.43 0.18 0.01 0.36 2.11
45 1.74 3.43 0.18 0.01 0.35 11.66
2 40 0.73 5.68 0.00 0.00 0.01 5.65
45 0.73 5.68 0.00 0.00 0.01 17.08
3 40 0.20 0.12 0.00 0.00 0.00 0.37
45 0.20 0.12 0.00 0.00 0.00 0.14
95 1 41 2.54 8.57 0.12 0.01 0.29 22.98
42 2.54 8.57 0.12 0.01 0.30 19.86
2 41 2.89 0.45 0.00 0.00 0.00 1.58
42 2.89 0.45 0.00 0.00 0.00 0.68
3 41 0.34 0.04 0.00 0.00 0.00 0.08
42 0.34 0.04 0.00 0.00 0.00 0.11
96 1 42 0.13 7.20 0.13 0.00 0.32 17.97
43 0.13 7.20 0.13 0.00 0.32 18.04
STAAD SPACE -- PAGE NO. 47
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 42 2.42 0.04 0.00 0.00 0.00 0.12
43 2.42 0.04 0.00 0.00 0.00 0.08
3 42 0.55 0.02 0.00 0.00 0.00 0.06
43 0.55 0.02 0.00 0.00 0.00 0.06
97 1 43 0.13 7.20 0.13 0.00 0.32 18.04
44 0.13 7.20 0.13 0.00 0.32 17.97
2 43 2.42 0.04 0.00 0.00 0.00 0.08
44 2.42 0.04 0.00 0.00 0.00 0.12
3 43 0.55 0.02 0.00 0.00 0.00 0.06
44 0.55 0.02 0.00 0.00 0.00 0.06
99 1 44 2.54 8.57 0.12 0.01 0.30 19.86
45 2.54 8.57 0.12 0.01 0.29 22.98
2 44 2.89 0.45 0.00 0.00 0.00 0.68
45 2.89 0.45 0.00 0.00 0.00 1.58
3 44 0.34 0.04 0.00 0.00 0.00 0.11
45 0.34 0.04 0.00 0.00 0.00 0.08
************** END OF LATEST ANALYSIS RESULT **************
186. PRINT ELEMENT JOINT STRESSES
ELEMENT JOINT STRESSES
STAAD SPACE -- PAGE NO. 48
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
50 1 25.03 6.33 2.65 3.23 1.19
249.33 234.33 6.64 3.39 3.88
286.20 269.40
TOP : SMAX= 286.20 SMIN= 116.11 TMAX= 85.05 ANGLE= 51.0
BOTT: SMAX= -112.84 SMIN= -269.40 TMAX= 78.28 ANGLE=-37.2
JOINT 39.41 14.77 25.92 13.01 6.19
46 1669.46 1647.55 7.81 8.24 6.50
TOP : SMAX= 1906.34 SMIN= 705.19 TMAX= 600.58 ANGLE= 22.1
BOTT: SMAX= -697.82 SMIN= -1881.62 TMAX= 591.90 ANGLE=-68.3
JOINT 39.41 2.44 18.64 0.97 6.84
47 1459.30 1433.47 12.85 5.00 4.32
TOP : SMAX= 1413.17 SMIN= -88.26 TMAX= 750.72 ANGLE= 18.9
BOTT: SMAX= 94.61 SMIN= -1383.82 TMAX= 739.21 ANGLE=-71.2
JOINT 10.87 2.44 2.55 2.68 3.81
13 481.26 465.08 6.84 3.67 3.85
TOP : SMAX= 437.37 SMIN= -78.20 TMAX= 257.79 ANGLE= 45.3
BOTT: SMAX= 81.07 SMIN= -419.22 TMAX= 250.15 ANGLE=-44.3
JOINT 10.87 14.77 2.99 5.50 4.46
57 615.39 595.53 3.59 10.64 3.49
TOP : SMAX= 603.48 SMIN= -23.16 TMAX= 313.32 ANGLE= 53.1
BOTT: SMAX= 28.77 SMIN= -580.63 TMAX= 304.70 ANGLE=-37.4
2 1.16 34.32 0.95 9.01 0.70
581.76 573.12 1.47 4.81 0.76
609.62 599.79
TOP : SMAX= 609.62 SMIN= 60.44 TMAX= 274.59 ANGLE= 85.0
BOTT: SMAX= -57.71 SMIN= -599.79 TMAX= 271.04 ANGLE= -4.9
JOINT 2.51 51.80 1.28 38.53 5.82
46 2619.90 2610.02 2.81 5.20 2.70
TOP : SMAX= 2633.75 SMIN= 27.93 TMAX= 1302.91 ANGLE= 81.3
BOTT: SMAX= -23.83 SMIN= -2621.85 TMAX= 1299.01 ANGLE= -8.6
JOINT 2.51 16.85 2.99 11.86 3.96
47 854.00 839.31 3.01 2.73 6.22
TOP : SMAX= 898.48 SMIN= 97.30 TMAX= 400.59 ANGLE= 68.8
BOTT: SMAX= -99.63 SMIN= -884.68 TMAX= 392.53 ANGLE=-20.5
JOINT 0.19 16.85 2.60 0.09 4.41
13 543.59 531.45 0.37 4.43 4.03
TOP : SMAX= 401.33 SMIN= -217.30 TMAX= 309.31 ANGLE= 37.3
BOTT: SMAX= 215.45 SMIN= -389.89 TMAX= 302.67 ANGLE=-53.2
JOINT 0.19 51.80 2.90 14.29 5.37
57 1084.31 1055.92 3.08 12.30 5.16
TOP : SMAX= 1109.32 SMIN= 51.88 TMAX= 528.72 ANGLE= 68.3
BOTT: SMAX= -50.27 SMIN= -1080.15 TMAX= 514.94 ANGLE=-21.6
3 0.08 0.21 0.02 0.10 0.04
9.93 7.71 2.63 0.05 1.81
10.21 8.34
TOP : SMAX= 10.21 SMIN= 0.58 TMAX= 4.81 ANGLE= 53.9
BOTT: SMAX= 1.46 SMIN= -6.88 TMAX= 4.17 ANGLE= -6.7
STAAD SPACE -- PAGE NO. 49
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.15 0.43 0.12 0.13 0.07
46 13.83 9.73 4.12 1.65 0.05
TOP : SMAX= 15.88 SMIN= 6.49 TMAX= 4.70 ANGLE= 38.2
BOTT: SMAX= -0.75 SMIN= -10.08 TMAX= 4.67 ANGLE=-36.5
JOINT 0.15 0.26 0.15 0.09 0.07
47 19.77 7.86 9.66 2.15 0.77
TOP : SMAX= 22.04 SMIN= 5.89 TMAX= 8.08 ANGLE= 21.8
BOTT: SMAX= 2.22 SMIN= -6.52 TMAX= 4.37 ANGLE=-33.8
JOINT 0.28 0.26 0.20 0.24 0.04
13 19.47 13.30 1.16 1.57 3.65
TOP : SMAX= 22.37 SMIN= 9.24 TMAX= 6.57 ANGLE= 51.6
BOTT: SMAX= -11.65 SMIN= -14.48 TMAX= 1.41 ANGLE= 20.1
JOINT 0.28 0.43 0.15 0.37 0.02
57 25.50 20.90 4.40 2.24 4.38
TOP : SMAX= 29.27 SMIN= 11.89 TMAX= 8.69 ANGLE= 68.5
BOTT: SMAX= -4.96 SMIN= -22.94 TMAX= 8.99 ANGLE= 9.2
51 1 18.44 0.70 0.51 0.23 1.48
189.37 158.03 3.14 0.55 8.90
216.49 180.55
TOP : SMAX= 134.88 SMIN= -81.61 TMAX= 108.24 ANGLE= 42.2
BOTT: SMAX= 67.33 SMIN= -113.22 TMAX= 90.27 ANGLE=-47.5
JOINT 28.02 3.32 14.69 3.57 5.50
47 1103.98 1074.23 11.13 2.83 6.67
TOP : SMAX= 1144.80 SMIN= 86.76 TMAX= 529.02 ANGLE= 22.4
BOTT: SMAX= -88.08 SMIN= -1115.56 TMAX= 513.74 ANGLE=-67.8
JOINT 28.02 3.69 16.36 3.30 5.90
48 1220.29 1198.50 5.66 2.76 7.22
TOP : SMAX= 1252.39 SMIN= 66.95 TMAX= 592.72 ANGLE= 21.3
BOTT: SMAX= -70.36 SMIN= -1232.13 TMAX= 580.89 ANGLE=-69.2
JOINT 11.15 3.69 4.97 1.25 3.11
15 484.89 449.25 5.14 2.12 11.27
TOP : SMAX= 463.03 SMIN= -41.10 TMAX= 252.06 ANGLE= 30.0
BOTT: SMAX= 27.48 SMIN= -434.88 TMAX= 231.18 ANGLE=-61.0
JOINT 11.15 3.32 4.38 1.44 3.45
13 490.35 459.13 1.08 3.52 10.61
TOP : SMAX= 455.82 SMIN= -62.98 TMAX= 259.40 ANGLE= 34.1
BOTT: SMAX= 49.02 SMIN= -432.65 TMAX= 240.83 ANGLE=-57.1
2 1.50 21.29 1.64 6.64 0.30
403.14 398.99 2.31 2.80 0.09
446.79 441.17
TOP : SMAX= 446.79 SMIN= 110.23 TMAX= 168.28 ANGLE= 86.6
BOTT: SMAX= -105.62 SMIN= -441.17 TMAX= 167.78 ANGLE= -3.4
JOINT 1.05 16.70 3.77 13.53 3.21
47 888.88 886.23 5.77 2.39 0.74
TOP : SMAX= 969.20 SMIN= 192.04 TMAX= 388.58 ANGLE= 73.2
BOTT: SMAX= -181.86 SMIN= -963.06 TMAX= 390.60 ANGLE=-16.6
STAAD SPACE -- PAGE NO. 50
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 1.05 25.88 2.92 19.64 3.24
48 1281.06 1277.39 4.66 3.47 0.44
TOP : SMAX= 1353.09 SMIN= 158.88 TMAX= 597.10 ANGLE= 79.4
BOTT: SMAX= -149.96 SMIN= -1345.74 TMAX= 597.89 ANGLE=-10.6
JOINT 1.95 25.88 1.17 5.62 3.81
15 559.69 554.70 1.16 3.26 0.56
TOP : SMAX= 523.35 SMIN= -66.70 TMAX= 295.02 ANGLE= 60.2
BOTT: SMAX= 69.09 SMIN= -516.91 TMAX= 293.00 ANGLE=-29.9
JOINT 1.95 16.70 1.02 0.98 2.64
13 313.46 311.86 0.67 2.26 0.29
TOP : SMAX= 244.95 SMIN= -108.30 TMAX= 176.63 ANGLE= 44.9
BOTT: SMAX= 110.66 SMIN= -241.44 TMAX= 176.05 ANGLE=-45.4
3 0.11 0.25 0.03 0.12 0.01
8.91 10.28 6.39 0.34 0.96
10.18 11.74
TOP : SMAX= 10.18 SMIN= 6.33 TMAX= 1.93 ANGLE= 42.3
BOTT: SMAX= 4.35 SMIN= -7.39 TMAX= 5.87 ANGLE= 0.0
JOINT 0.13 0.27 0.09 0.04 0.06
47 19.21 9.42 12.60 0.39 0.93
TOP : SMAX= 20.09 SMIN= 1.90 TMAX= 9.09 ANGLE= 15.8
BOTT: SMAX= 7.31 SMIN= -3.33 TMAX= 5.32 ANGLE=-16.5
JOINT 0.13 0.29 0.09 0.06 0.04
48 18.46 10.57 13.61 0.87 0.20
TOP : SMAX= 20.16 SMIN= 4.07 TMAX= 8.05 ANGLE= 11.3
BOTT: SMAX= 8.32 SMIN= -3.58 TMAX= 5.95 ANGLE=-13.4
JOINT 0.20 0.29 0.14 0.27 0.04
15 17.08 15.63 0.25 0.30 0.99
TOP : SMAX= 19.65 SMIN= 8.34 TMAX= 5.65 ANGLE= 70.2
BOTT: SMAX= -8.84 SMIN= -18.04 TMAX= 4.60 ANGLE=-10.2
JOINT 0.20 0.27 0.12 0.23 0.06
13 16.89 13.87 0.84 0.19 1.73
TOP : SMAX= 18.92 SMIN= 5.35 TMAX= 6.78 ANGLE= 60.8
BOTT: SMAX= -6.30 SMIN= -15.90 TMAX= 4.80 ANGLE=-14.5
52 1 18.44 0.70 0.51 0.23 1.48
189.37 158.03 3.14 0.55 8.90
216.49 180.55
TOP : SMAX= 134.88 SMIN= -81.61 TMAX= 108.24 ANGLE= 42.2
BOTT: SMAX= 67.33 SMIN= -113.22 TMAX= 90.27 ANGLE=-47.5
JOINT 28.02 3.69 16.36 3.30 5.90
48 1220.29 1198.50 5.66 2.76 7.22
TOP : SMAX= 1252.39 SMIN= 66.95 TMAX= 592.72 ANGLE= 21.3
BOTT: SMAX= -70.36 SMIN= -1232.13 TMAX= 580.89 ANGLE=-69.2
JOINT 28.02 3.32 14.69 3.57 5.50
49 1103.98 1074.23 11.13 2.83 6.67
TOP : SMAX= 1144.80 SMIN= 86.76 TMAX= 529.02 ANGLE= 22.4
BOTT: SMAX= -88.08 SMIN= -1115.56 TMAX= 513.74 ANGLE=-67.8
STAAD SPACE -- PAGE NO. 51
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 11.15 3.32 4.38 1.44 3.45
17 490.35 459.13 1.08 3.52 10.61
TOP : SMAX= 455.82 SMIN= -62.98 TMAX= 259.40 ANGLE= 34.1
BOTT: SMAX= 49.02 SMIN= -432.65 TMAX= 240.83 ANGLE=-57.1
JOINT 11.15 3.69 4.97 1.25 3.11
15 484.89 449.25 5.14 2.12 11.27
TOP : SMAX= 463.03 SMIN= -41.10 TMAX= 252.06 ANGLE= 30.0
BOTT: SMAX= 27.48 SMIN= -434.88 TMAX= 231.18 ANGLE=-61.0
2 1.50 21.29 1.64 6.64 0.30
403.14 398.99 2.31 2.80 0.09
446.79 441.17
TOP : SMAX= 446.79 SMIN= 110.23 TMAX= 168.28 ANGLE= 86.6
BOTT: SMAX= -105.62 SMIN= -441.17 TMAX= 167.78 ANGLE= -3.4
JOINT 1.05 25.88 2.92 19.64 3.24
48 1281.06 1277.39 4.66 3.47 0.44
TOP : SMAX= 1353.09 SMIN= 158.88 TMAX= 597.10 ANGLE= 79.4
BOTT: SMAX= -149.96 SMIN= -1345.74 TMAX= 597.89 ANGLE=-10.6
JOINT 1.05 16.70 3.77 13.53 3.21
49 888.88 886.23 5.77 2.39 0.74
TOP : SMAX= 969.20 SMIN= 192.04 TMAX= 388.58 ANGLE= 73.2
BOTT: SMAX= -181.86 SMIN= -963.06 TMAX= 390.60 ANGLE=-16.6
JOINT 1.95 16.70 1.02 0.98 2.64
17 313.46 311.86 0.67 2.26 0.29
TOP : SMAX= 244.95 SMIN= -108.30 TMAX= 176.63 ANGLE= 44.9
BOTT: SMAX= 110.66 SMIN= -241.44 TMAX= 176.05 ANGLE=-45.4
JOINT 1.95 25.88 1.17 5.62 3.81
15 559.69 554.70 1.16 3.26 0.56
TOP : SMAX= 523.35 SMIN= -66.70 TMAX= 295.02 ANGLE= 60.2
BOTT: SMAX= 69.09 SMIN= -516.91 TMAX= 293.00 ANGLE=-29.9
3 0.11 0.25 0.03 0.12 0.01
8.91 10.28 6.39 0.34 0.96
10.18 11.74
TOP : SMAX= 10.18 SMIN= 6.33 TMAX= 1.93 ANGLE= 42.3
BOTT: SMAX= 4.35 SMIN= -7.39 TMAX= 5.87 ANGLE= 0.0
JOINT 0.13 0.29 0.09 0.06 0.04
48 18.46 10.57 13.61 0.87 0.20
TOP : SMAX= 20.16 SMIN= 4.07 TMAX= 8.05 ANGLE= 11.3
BOTT: SMAX= 8.32 SMIN= -3.58 TMAX= 5.95 ANGLE=-13.4
JOINT 0.13 0.27 0.09 0.04 0.06
49 19.21 9.42 12.60 0.39 0.93
TOP : SMAX= 20.09 SMIN= 1.90 TMAX= 9.09 ANGLE= 15.8
BOTT: SMAX= 7.31 SMIN= -3.33 TMAX= 5.32 ANGLE=-16.5
JOINT 0.20 0.27 0.12 0.23 0.06
17 16.89 13.87 0.84 0.19 1.73
TOP : SMAX= 18.92 SMIN= 5.35 TMAX= 6.78 ANGLE= 60.8
BOTT: SMAX= -6.30 SMIN= -15.90 TMAX= 4.80 ANGLE=-14.5
JOINT 0.20 0.29 0.14 0.27 0.04
15 17.08 15.63 0.25 0.30 0.99
TOP : SMAX= 19.65 SMIN= 8.34 TMAX= 5.65 ANGLE= 70.2
BOTT: SMAX= -8.84 SMIN= -18.04 TMAX= 4.60 ANGLE=-10.2
STAAD SPACE -- PAGE NO. 52
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
53 1 25.03 6.33 2.65 3.23 1.19
249.33 234.33 6.64 3.39 3.88
286.20 269.40
TOP : SMAX= 286.20 SMIN= 116.11 TMAX= 85.05 ANGLE= 51.0
BOTT: SMAX= -112.84 SMIN= -269.40 TMAX= 78.28 ANGLE=-37.2
JOINT 39.41 2.44 18.64 0.97 6.84
49 1459.30 1433.47 12.85 5.00 4.32
TOP : SMAX= 1413.17 SMIN= -88.26 TMAX= 750.72 ANGLE= 18.9
BOTT: SMAX= 94.61 SMIN= -1383.82 TMAX= 739.21 ANGLE=-71.2
JOINT 39.41 14.77 25.92 13.01 6.19
50 1669.46 1647.55 7.81 8.24 6.50
TOP : SMAX= 1906.34 SMIN= 705.19 TMAX= 600.58 ANGLE= 22.1
BOTT: SMAX= -697.82 SMIN= -1881.62 TMAX= 591.90 ANGLE=-68.3
JOINT 10.87 14.77 2.99 5.50 4.46
51 615.39 595.53 3.59 10.64 3.49
TOP : SMAX= 603.48 SMIN= -23.16 TMAX= 313.32 ANGLE= 53.1
BOTT: SMAX= 28.77 SMIN= -580.63 TMAX= 304.70 ANGLE=-37.4
JOINT 10.87 2.44 2.55 2.68 3.81
17 481.26 465.08 6.84 3.67 3.85
TOP : SMAX= 437.37 SMIN= -78.20 TMAX= 257.79 ANGLE= 45.3
BOTT: SMAX= 81.07 SMIN= -419.22 TMAX= 250.15 ANGLE=-44.3
2 1.16 34.32 0.95 9.01 0.70
581.76 573.12 1.47 4.81 0.76
609.62 599.79
TOP : SMAX= 609.62 SMIN= 60.44 TMAX= 274.59 ANGLE= 85.0
BOTT: SMAX= -57.71 SMIN= -599.79 TMAX= 271.04 ANGLE= -4.9
JOINT 2.51 16.85 2.99 11.86 3.96
49 854.00 839.31 3.01 2.73 6.22
TOP : SMAX= 898.48 SMIN= 97.30 TMAX= 400.59 ANGLE= 68.8
BOTT: SMAX= -99.63 SMIN= -884.68 TMAX= 392.53 ANGLE=-20.5
JOINT 2.51 51.80 1.28 38.53 5.82
50 2619.90 2610.02 2.81 5.20 2.70
TOP : SMAX= 2633.75 SMIN= 27.93 TMAX= 1302.91 ANGLE= 81.3
BOTT: SMAX= -23.83 SMIN= -2621.85 TMAX= 1299.01 ANGLE= -8.6
JOINT 0.19 51.80 2.90 14.29 5.37
51 1084.31 1055.92 3.08 12.30 5.16
TOP : SMAX= 1109.32 SMIN= 51.88 TMAX= 528.72 ANGLE= 68.3
BOTT: SMAX= -50.27 SMIN= -1080.15 TMAX= 514.94 ANGLE=-21.6
JOINT 0.19 16.85 2.60 0.09 4.41
17 543.59 531.45 0.37 4.43 4.03
TOP : SMAX= 401.33 SMIN= -217.30 TMAX= 309.31 ANGLE= 37.3
BOTT: SMAX= 215.45 SMIN= -389.89 TMAX= 302.67 ANGLE=-53.2
3 0.08 0.21 0.02 0.10 0.04
9.93 7.71 2.63 0.05 1.81
10.21 8.34
TOP : SMAX= 10.21 SMIN= 0.58 TMAX= 4.81 ANGLE= 53.9
BOTT: SMAX= 1.46 SMIN= -6.88 TMAX= 4.17 ANGLE= -6.7
STAAD SPACE -- PAGE NO. 53
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.15 0.26 0.15 0.09 0.07
49 19.77 7.86 9.66 2.15 0.77
TOP : SMAX= 22.04 SMIN= 5.89 TMAX= 8.08 ANGLE= 21.8
BOTT: SMAX= 2.22 SMIN= -6.52 TMAX= 4.37 ANGLE=-33.8
JOINT 0.15 0.43 0.12 0.13 0.07
50 13.83 9.73 4.12 1.65 0.05
TOP : SMAX= 15.88 SMIN= 6.49 TMAX= 4.70 ANGLE= 38.2
BOTT: SMAX= -0.75 SMIN= -10.08 TMAX= 4.67 ANGLE=-36.5
JOINT 0.28 0.43 0.15 0.37 0.02
51 25.50 20.90 4.40 2.24 4.38
TOP : SMAX= 29.27 SMIN= 11.89 TMAX= 8.69 ANGLE= 68.5
BOTT: SMAX= -4.96 SMIN= -22.94 TMAX= 8.99 ANGLE= 9.2
JOINT 0.28 0.26 0.20 0.24 0.04
17 19.47 13.30 1.16 1.57 3.65
TOP : SMAX= 22.37 SMIN= 9.24 TMAX= 6.57 ANGLE= 51.6
BOTT: SMAX= -11.65 SMIN= -14.48 TMAX= 1.41 ANGLE= 20.1
54 1 43.06 13.99 1.24 5.15 3.66
543.11 506.30 12.17 3.54 13.21
572.96 534.50
TOP : SMAX= 507.29 SMIN= -65.67 TMAX= 286.48 ANGLE= 58.1
BOTT: SMAX= 62.15 SMIN= -472.35 TMAX= 267.25 ANGLE=-29.9
JOINT 12.54 21.19 7.06 3.30 6.99
57 923.40 886.20 23.06 11.02 6.21
TOP : SMAX= 852.57 SMIN= -128.24 TMAX= 490.41 ANGLE= 37.2
BOTT: SMAX= 147.20 SMIN= -803.38 TMAX= 475.29 ANGLE=-52.3
JOINT 12.54 6.92 7.10 0.98 5.17
13 756.83 730.91 7.83 15.59 8.57
TOP : SMAX= 686.75 SMIN= -124.68 TMAX= 405.72 ANGLE= 30.2
BOTT: SMAX= 137.29 SMIN= -652.53 TMAX= 394.91 ANGLE=-60.9
JOINT 76.73 6.92 44.34 5.64 14.24
53 3288.69 3183.61 47.35 17.88 20.59
TOP : SMAX= 3324.36 SMIN= 72.55 TMAX= 1625.91 ANGLE= 18.3
BOTT: SMAX= -55.47 SMIN= -3210.98 TMAX= 1577.75 ANGLE=-72.0
JOINT 76.73 21.19 45.29 18.73 11.74
56 2996.06 2917.13 32.15 8.74 17.88
TOP : SMAX= 3356.45 SMIN= 952.23 TMAX= 1202.11 ANGLE= 20.9
BOTT: SMAX= -952.56 SMIN= -3274.34 TMAX= 1160.89 ANGLE=-69.4
2 8.55 67.56 2.79 16.20 1.23
1016.68 1003.64 2.14 7.40 0.14
1094.82 1080.04
TOP : SMAX= 1094.82 SMIN= 180.44 TMAX= 457.19 ANGLE= 84.8
BOTT: SMAX= -176.13 SMIN= -1080.04 TMAX= 451.96 ANGLE= -5.2
JOINT 7.66 95.23 1.11 26.38 8.29
57 1995.38 1946.49 19.14 25.55 11.83
TOP : SMAX= 1955.25 SMIN= -77.98 TMAX= 1016.62 ANGLE= 73.1
BOTT: SMAX= 104.33 SMIN= -1892.22 TMAX= 998.28 ANGLE=-16.4
STAAD SPACE -- PAGE NO. 54
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 7.66 39.89 3.33 4.71 11.25
13 1333.47 1324.56 1.51 3.73 2.25
TOP : SMAX= 1024.67 SMIN= -482.99 TMAX= 753.83 ANGLE= 46.8
BOTT: SMAX= 483.60 SMIN= -1014.80 TMAX= 749.20 ANGLE=-43.3
JOINT 9.45 39.89 3.15 26.41 5.83
53 1806.20 1786.74 21.66 11.02 11.81
TOP : SMAX= 1869.30 SMIN= 133.60 TMAX= 867.85 ANGLE= 76.3
BOTT: SMAX= -101.99 SMIN= -1835.55 TMAX= 866.78 ANGLE=-12.9
JOINT 9.45 95.23 10.22 69.49 13.71
56 4628.34 4596.05 5.26 17.88 2.31
TOP : SMAX= 4851.88 SMIN= 485.32 TMAX= 2183.28 ANGLE= 77.6
BOTT: SMAX= -475.58 SMIN= -4815.35 TMAX= 2169.89 ANGLE=-12.4
3 0.23 0.27 0.02 0.09 0.03
8.59 7.05 2.51 0.05 1.88
8.98 7.67
TOP : SMAX= 8.98 SMIN= 0.83 TMAX= 4.07 ANGLE= 54.9
BOTT: SMAX= 1.49 SMIN= -6.18 TMAX= 3.84 ANGLE= -0.5
JOINT 0.29 0.45 0.12 0.35 0.04
57 24.51 19.80 4.21 1.86 4.25
TOP : SMAX= 27.85 SMIN= 9.57 TMAX= 9.14 ANGLE= 66.6
BOTT: SMAX= -3.84 SMIN= -21.44 TMAX= 8.80 ANGLE= 6.0
JOINT 0.29 0.26 0.18 0.22 0.08
13 21.18 12.37 1.07 1.47 3.71
TOP : SMAX= 23.41 SMIN= 5.58 TMAX= 8.91 ANGLE= 50.4
BOTT: SMAX= -10.11 SMIN= -13.80 TMAX= 1.85 ANGLE=-23.3
JOINT 0.25 0.26 0.13 0.08 0.08
53 19.00 9.30 9.23 1.90 0.51
TOP : SMAX= 20.82 SMIN= 4.41 TMAX= 8.20 ANGLE= 23.6
BOTT: SMAX= 3.81 SMIN= -6.78 TMAX= 5.30 ANGLE=-35.3
JOINT 0.25 0.45 0.14 0.15 0.09
56 16.28 12.51 3.96 1.43 0.11
TOP : SMAX= 18.56 SMIN= 6.67 TMAX= 5.95 ANGLE= 40.7
BOTT: SMAX= -1.32 SMIN= -13.11 TMAX= 5.90 ANGLE=-37.0
55 1 43.80 2.76 0.16 0.34 4.30
521.26 472.46 5.53 0.43 14.09
601.46 545.31
TOP : SMAX= 320.50 SMIN= -280.96 TMAX= 300.73 ANGLE= 45.3
BOTT: SMAX= 258.85 SMIN= -286.46 TMAX= 272.66 ANGLE=-44.1
JOINT 12.04 8.85 4.43 1.71 6.14
13 785.45 722.99 5.29 1.22 18.19
TOP : SMAX= 645.32 SMIN= -229.24 TMAX= 437.28 ANGLE= 38.9
BOTT: SMAX= 199.34 SMIN= -602.41 TMAX= 400.88 ANGLE=-51.4
JOINT 12.04 7.52 5.17 1.13 6.12
15 802.64 744.85 4.93 1.88 17.17
TOP : SMAX= 660.05 SMIN= -233.43 TMAX= 446.74 ANGLE= 36.1
BOTT: SMAX= 206.68 SMIN= -619.69 TMAX= 413.18 ANGLE=-54.4
STAAD SPACE -- PAGE NO. 55
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 75.82 7.52 43.56 7.61 14.74
54 3194.55 3166.08 6.09 1.11 10.24
TOP : SMAX= 3267.53 SMIN= 151.34 TMAX= 1558.09 ANGLE= 19.8
BOTT: SMAX= -160.98 SMIN= -3243.50 TMAX= 1541.26 ANGLE=-70.4
JOINT 75.82 8.85 43.50 8.62 14.69
53 3177.37 3130.97 15.92 1.68 11.25
TOP : SMAX= 3278.60 SMIN= 213.19 TMAX= 1532.70 ANGLE= 20.1
BOTT: SMAX= -220.98 SMIN= -3235.60 TMAX= 1507.31 ANGLE=-70.0
2 1.67 45.35 1.74 11.48 0.10
720.11 708.83 3.82 7.14 0.08
772.57 758.29
TOP : SMAX= 772.57 SMIN= 120.00 TMAX= 326.29 ANGLE= 89.4
BOTT: SMAX= -112.36 SMIN= -758.29 TMAX= 322.97 ANGLE= -0.6
JOINT 1.87 40.93 2.96 7.46 7.31
13 953.49 945.71 0.88 9.11 0.07
TOP : SMAX= 863.92 SMIN= -159.12 TMAX= 511.52 ANGLE= 53.8
BOTT: SMAX= 166.55 SMIN= -851.37 TMAX= 508.96 ANGLE=-36.7
JOINT 1.87 49.78 1.29 11.77 6.62
15 1072.10 1063.42 0.69 5.55 0.55
TOP : SMAX= 1003.32 SMIN= -126.37 TMAX= 564.84 ANGLE= 64.3
BOTT: SMAX= 128.73 SMIN= -993.19 TMAX= 560.96 ANGLE=-25.9
JOINT 1.47 49.78 6.15 35.61 7.50
54 2365.06 2359.80 6.85 5.19 0.18
TOP : SMAX= 2499.31 SMIN= 296.47 TMAX= 1101.42 ANGLE= 76.5
BOTT: SMAX= -283.11 SMIN= -2488.58 TMAX= 1102.74 ANGLE=-13.5
JOINT 1.47 40.93 5.07 29.55 6.43
53 1975.71 1963.92 7.75 8.73 0.70
TOP : SMAX= 2084.73 SMIN= 239.95 TMAX= 922.39 ANGLE= 76.1
BOTT: SMAX= -224.98 SMIN= -2066.72 TMAX= 920.87 ANGLE=-13.8
3 0.11 0.26 0.03 0.10 0.01
8.00 9.21 6.15 0.33 0.99
9.17 10.58
TOP : SMAX= 9.17 SMIN= 5.56 TMAX= 1.80 ANGLE= 36.2
BOTT: SMAX= 4.40 SMIN= -6.18 TMAX= 5.29 ANGLE= 1.4
JOINT 0.19 0.28 0.11 0.22 0.04
13 14.64 12.36 1.01 0.20 1.75
TOP : SMAX= 16.72 SMIN= 6.19 TMAX= 5.26 ANGLE= 63.1
BOTT: SMAX= -6.25 SMIN= -14.24 TMAX= 3.99 ANGLE= -5.4
JOINT 0.19 0.29 0.13 0.25 0.05
15 16.63 14.80 0.18 0.27 1.01
TOP : SMAX= 18.97 SMIN= 6.91 TMAX= 6.03 ANGLE= 64.7
BOTT: SMAX= -7.92 SMIN= -17.08 TMAX= 4.58 ANGLE=-17.7
JOINT 0.10 0.29 0.07 0.06 0.04
54 16.77 11.51 13.30 0.84 0.25
TOP : SMAX= 18.50 SMIN= 4.31 TMAX= 7.10 ANGLE= 12.1
BOTT: SMAX= 9.19 SMIN= -3.71 TMAX= 6.45 ANGLE=-11.0
JOINT 0.10 0.28 0.06 0.07 0.07
53 17.62 12.60 12.32 0.38 0.98
TOP : SMAX= 18.92 SMIN= 2.98 TMAX= 7.97 ANGLE= 22.2
BOTT: SMAX= 8.96 SMIN= -5.46 TMAX= 7.21 ANGLE=-15.1
STAAD SPACE -- PAGE NO. 56
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
56 1 43.80 2.76 0.16 0.34 4.30
521.26 472.46 5.53 0.43 14.09
601.46 545.31
TOP : SMAX= 320.50 SMIN= -280.96 TMAX= 300.73 ANGLE= 45.3
BOTT: SMAX= 258.85 SMIN= -286.46 TMAX= 272.66 ANGLE=-44.1
JOINT 12.04 7.52 5.17 1.13 6.12
15 802.64 744.85 4.93 1.88 17.17
TOP : SMAX= 660.05 SMIN= -233.43 TMAX= 446.74 ANGLE= 36.1
BOTT: SMAX= 206.68 SMIN= -619.69 TMAX= 413.18 ANGLE=-54.4
JOINT 12.04 8.85 4.43 1.71 6.14
17 785.45 722.99 5.29 1.22 18.19
TOP : SMAX= 645.32 SMIN= -229.24 TMAX= 437.28 ANGLE= 38.9
BOTT: SMAX= 199.34 SMIN= -602.41 TMAX= 400.88 ANGLE=-51.4
JOINT 75.82 8.85 43.50 8.62 14.69
55 3177.37 3130.97 15.92 1.68 11.25
TOP : SMAX= 3278.60 SMIN= 213.19 TMAX= 1532.70 ANGLE= 20.1
BOTT: SMAX= -220.98 SMIN= -3235.60 TMAX= 1507.31 ANGLE=-70.0
JOINT 75.82 7.52 43.56 7.61 14.74
54 3194.55 3166.08 6.09 1.11 10.24
TOP : SMAX= 3267.53 SMIN= 151.34 TMAX= 1558.09 ANGLE= 19.8
BOTT: SMAX= -160.98 SMIN= -3243.50 TMAX= 1541.26 ANGLE=-70.4
2 1.67 45.35 1.74 11.48 0.10
720.11 708.83 3.82 7.14 0.08
772.57 758.29
TOP : SMAX= 772.57 SMIN= 120.00 TMAX= 326.29 ANGLE= 89.4
BOTT: SMAX= -112.36 SMIN= -758.29 TMAX= 322.97 ANGLE= -0.6
JOINT 1.87 49.78 1.29 11.77 6.62
15 1072.10 1063.42 0.69 5.55 0.55
TOP : SMAX= 1003.32 SMIN= -126.37 TMAX= 564.84 ANGLE= 64.3
BOTT: SMAX= 128.73 SMIN= -993.19 TMAX= 560.96 ANGLE=-25.9
JOINT 1.87 40.93 2.96 7.46 7.31
17 953.49 945.71 0.88 9.11 0.07
TOP : SMAX= 863.92 SMIN= -159.12 TMAX= 511.52 ANGLE= 53.8
BOTT: SMAX= 166.55 SMIN= -851.37 TMAX= 508.96 ANGLE=-36.7
JOINT 1.47 40.93 5.07 29.55 6.43
55 1975.71 1963.92 7.75 8.73 0.70
TOP : SMAX= 2084.73 SMIN= 239.95 TMAX= 922.39 ANGLE= 76.1
BOTT: SMAX= -224.98 SMIN= -2066.73 TMAX= 920.87 ANGLE=-13.8
JOINT 1.47 49.78 6.15 35.61 7.50
54 2365.06 2359.80 6.85 5.19 0.18
TOP : SMAX= 2499.31 SMIN= 296.47 TMAX= 1101.42 ANGLE= 76.5
BOTT: SMAX= -283.11 SMIN= -2488.58 TMAX= 1102.74 ANGLE=-13.5
3 0.11 0.26 0.03 0.10 0.01
8.00 9.21 6.15 0.33 0.99
9.17 10.58
TOP : SMAX= 9.17 SMIN= 5.56 TMAX= 1.80 ANGLE= 36.2
BOTT: SMAX= 4.40 SMIN= -6.18 TMAX= 5.29 ANGLE= 1.4
STAAD SPACE -- PAGE NO. 57
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.19 0.29 0.13 0.25 0.05
15 16.63 14.80 0.18 0.27 1.01
TOP : SMAX= 18.97 SMIN= 6.91 TMAX= 6.03 ANGLE= 64.7
BOTT: SMAX= -7.92 SMIN= -17.08 TMAX= 4.58 ANGLE=-17.7
JOINT 0.19 0.28 0.11 0.22 0.04
17 14.64 12.36 1.01 0.20 1.75
TOP : SMAX= 16.72 SMIN= 6.19 TMAX= 5.26 ANGLE= 63.1
BOTT: SMAX= -6.25 SMIN= -14.24 TMAX= 3.99 ANGLE= -5.4
JOINT 0.10 0.28 0.06 0.07 0.07
55 17.62 12.60 12.32 0.38 0.98
TOP : SMAX= 18.92 SMIN= 2.98 TMAX= 7.97 ANGLE= 22.2
BOTT: SMAX= 8.96 SMIN= -5.46 TMAX= 7.21 ANGLE=-15.1
JOINT 0.10 0.29 0.07 0.06 0.04
54 16.77 11.51 13.30 0.84 0.25
TOP : SMAX= 18.50 SMIN= 4.31 TMAX= 7.10 ANGLE= 12.1
BOTT: SMAX= 9.19 SMIN= -3.71 TMAX= 6.45 ANGLE=-11.0
57 1 43.06 13.99 1.24 5.15 3.66
543.11 506.30 12.17 3.54 13.21
572.96 534.50
TOP : SMAX= 507.29 SMIN= -65.67 TMAX= 286.48 ANGLE= 58.1
BOTT: SMAX= 62.15 SMIN= -472.35 TMAX= 267.25 ANGLE=-29.9
JOINT 12.54 6.92 7.10 0.98 5.17
17 756.83 730.91 7.83 15.59 8.57
TOP : SMAX= 686.75 SMIN= -124.68 TMAX= 405.72 ANGLE= 30.2
BOTT: SMAX= 137.29 SMIN= -652.53 TMAX= 394.91 ANGLE=-60.9
JOINT 12.54 21.19 7.06 3.30 6.99
51 923.40 886.20 23.06 11.02 6.21
TOP : SMAX= 852.57 SMIN= -128.24 TMAX= 490.41 ANGLE= 37.2
BOTT: SMAX= 147.20 SMIN= -803.38 TMAX= 475.29 ANGLE=-52.3
JOINT 76.73 21.19 45.29 18.73 11.74
52 2996.06 2917.13 32.15 8.74 17.88
TOP : SMAX= 3356.45 SMIN= 952.23 TMAX= 1202.11 ANGLE= 20.9
BOTT: SMAX= -952.56 SMIN= -3274.34 TMAX= 1160.89 ANGLE=-69.4
JOINT 76.73 6.92 44.34 5.64 14.24
55 3288.69 3183.61 47.35 17.87 20.59
TOP : SMAX= 3324.36 SMIN= 72.55 TMAX= 1625.91 ANGLE= 18.3
BOTT: SMAX= -55.47 SMIN= -3210.98 TMAX= 1577.75 ANGLE=-72.0
2 8.55 67.56 2.79 16.20 1.23
1016.68 1003.64 2.14 7.40 0.14
1094.82 1080.04
TOP : SMAX= 1094.82 SMIN= 180.44 TMAX= 457.19 ANGLE= 84.8
BOTT: SMAX= -176.13 SMIN= -1080.04 TMAX= 451.96 ANGLE= -5.2
JOINT 7.66 39.89 3.33 4.71 11.25
17 1333.47 1324.56 1.51 3.73 2.25
TOP : SMAX= 1024.67 SMIN= -482.99 TMAX= 753.83 ANGLE= 46.8
BOTT: SMAX= 483.60 SMIN= -1014.80 TMAX= 749.20 ANGLE=-43.3
STAAD SPACE -- PAGE NO. 58
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 7.66 95.23 1.11 26.38 8.29
51 1995.38 1946.49 19.14 25.55 11.83
TOP : SMAX= 1955.25 SMIN= -77.98 TMAX= 1016.62 ANGLE= 73.1
BOTT: SMAX= 104.33 SMIN= -1892.22 TMAX= 998.28 ANGLE=-16.4
JOINT 9.45 95.23 10.22 69.49 13.71
52 4628.34 4596.05 5.26 17.88 2.31
TOP : SMAX= 4851.88 SMIN= 485.32 TMAX= 2183.28 ANGLE= 77.6
BOTT: SMAX= -475.58 SMIN= -4815.35 TMAX= 2169.89 ANGLE=-12.4
JOINT 9.45 39.89 3.15 26.41 5.83
55 1806.20 1786.74 21.66 11.02 11.81
TOP : SMAX= 1869.30 SMIN= 133.60 TMAX= 867.85 ANGLE= 76.3
BOTT: SMAX= -102.00 SMIN= -1835.55 TMAX= 866.78 ANGLE=-12.9
3 0.23 0.27 0.02 0.09 0.03
8.59 7.05 2.51 0.05 1.88
8.98 7.67
TOP : SMAX= 8.98 SMIN= 0.83 TMAX= 4.07 ANGLE= 54.9
BOTT: SMAX= 1.49 SMIN= -6.18 TMAX= 3.84 ANGLE= -0.5
JOINT 0.29 0.26 0.18 0.22 0.08
17 21.18 12.37 1.07 1.47 3.71
TOP : SMAX= 23.41 SMIN= 5.58 TMAX= 8.91 ANGLE= 50.4
BOTT: SMAX= -10.11 SMIN= -13.80 TMAX= 1.85 ANGLE=-23.3
JOINT 0.29 0.45 0.12 0.35 0.04
51 24.51 19.80 4.21 1.86 4.25
TOP : SMAX= 27.85 SMIN= 9.57 TMAX= 9.14 ANGLE= 66.6
BOTT: SMAX= -3.84 SMIN= -21.44 TMAX= 8.80 ANGLE= 6.0
JOINT 0.25 0.45 0.14 0.15 0.09
52 16.28 12.51 3.96 1.43 0.11
TOP : SMAX= 18.56 SMIN= 6.67 TMAX= 5.95 ANGLE= 40.7
BOTT: SMAX= -1.32 SMIN= -13.11 TMAX= 5.90 ANGLE=-37.0
JOINT 0.25 0.26 0.13 0.08 0.08
55 19.00 9.30 9.23 1.90 0.51
TOP : SMAX= 20.82 SMIN= 4.41 TMAX= 8.20 ANGLE= 23.6
BOTT: SMAX= 3.81 SMIN= -6.78 TMAX= 5.30 ANGLE=-35.3
101 1 9.51 2.69 1.17 1.62 0.48
127.31 97.35 8.74 4.65 12.09
145.42 112.30
TOP : SMAX= 145.42 SMIN= 54.08 TMAX= 45.67 ANGLE= 53.2
BOTT: SMAX= -60.44 SMIN= -112.30 TMAX= 25.93 ANGLE=-24.6
JOINT 15.30 5.84 10.31 5.90 2.31
58 674.55 633.77 13.47 7.85 13.73
TOP : SMAX= 775.63 SMIN= 326.01 TMAX= 224.81 ANGLE= 24.1
BOTT: SMAX= -328.42 SMIN= -730.58 TMAX= 201.08 ANGLE=-67.9
JOINT 15.30 0.48 7.24 0.10 2.61
59 589.27 543.00 16.85 6.04 12.34
TOP : SMAX= 562.65 SMIN= -50.06 TMAX= 306.35 ANGLE= 18.7
BOTT: SMAX= 49.66 SMIN= -516.46 TMAX= 283.06 ANGLE=-72.6
STAAD SPACE -- PAGE NO. 59
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 5.03 0.48 2.99 0.75 1.37
37 254.03 224.55 4.74 3.36 10.50
TOP : SMAX= 255.22 SMIN= 2.41 TMAX= 126.41 ANGLE= 26.7
BOTT: SMAX= -11.41 SMIN= -230.03 TMAX= 109.31 ANGLE=-66.3
JOINT 5.03 5.84 2.24 2.17 1.66
69 264.17 220.10 4.62 10.58 12.74
TOP : SMAX= 278.27 SMIN= 30.93 TMAX= 123.67 ANGLE= 45.1
BOTT: SMAX= -41.07 SMIN= -237.74 TMAX= 98.34 ANGLE=-46.6
2 0.16 14.37 0.56 3.10 0.26
196.43 190.19 6.55 4.54 3.48
213.73 203.20
TOP : SMAX= 213.73 SMIN= 41.12 TMAX= 86.31 ANGLE= 83.0
BOTT: SMAX= -29.46 SMIN= -203.20 TMAX= 86.87 ANGLE= -4.6
JOINT 1.11 20.93 0.89 15.05 2.47
58 1019.67 1011.64 9.90 7.58 2.17
TOP : SMAX= 1039.46 SMIN= 40.79 TMAX= 499.33 ANGLE= 80.2
BOTT: SMAX= -22.56 SMIN= -1022.73 TMAX= 500.09 ANGLE= -9.5
JOINT 1.11 7.81 1.19 4.73 1.59
59 347.92 331.48 27.30 7.45 9.06
TOP : SMAX= 372.79 SMIN= 56.71 TMAX= 158.04 ANGLE= 66.6
BOTT: SMAX= -19.30 SMIN= -340.71 TMAX= 160.71 ANGLE=-18.6
JOINT 0.85 7.81 1.67 1.18 1.94
37 254.02 236.59 3.21 1.53 4.81
TOP : SMAX= 232.82 SMIN= -38.09 TMAX= 135.46 ANGLE= 41.4
BOTT: SMAX= 33.06 SMIN= -218.32 TMAX= 125.69 ANGLE=-48.5
JOINT 0.85 20.93 0.86 6.21 2.11
69 483.55 435.61 14.20 16.52 16.01
TOP : SMAX= 489.76 SMIN= 12.67 TMAX= 238.55 ANGLE= 69.4
BOTT: SMAX= -3.60 SMIN= -437.39 TMAX= 216.90 ANGLE=-17.6
3 0.10 0.28 0.04 0.17 0.08
14.02 12.67 1.20 0.05 0.81
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TOP : SMAX= 14.25 SMIN= 0.47 TMAX= 6.89 ANGLE= 61.2
BOTT: SMAX= 0.30 SMIN= -12.52 TMAX= 6.41 ANGLE=-20.5
JOINT 0.22 0.59 0.18 0.16 0.12
58 18.54 16.53 1.90 0.71 0.08
TOP : SMAX= 20.37 SMIN= 4.47 TMAX= 7.95 ANGLE= 40.1
BOTT: SMAX= -2.13 SMIN= -17.50 TMAX= 7.68 ANGLE=-45.7
JOINT 0.22 0.41 0.24 0.14 0.10
59 21.56 15.38 4.37 0.96 0.33
TOP : SMAX= 24.01 SMIN= 6.31 TMAX= 8.85 ANGLE= 27.8
BOTT: SMAX= -3.00 SMIN= -16.66 TMAX= 6.83 ANGLE=-51.7
JOINT 0.38 0.41 0.29 0.37 0.06
37 25.15 22.16 0.53 0.73 1.65
TOP : SMAX= 28.97 SMIN= 16.22 TMAX= 6.37 ANGLE= 57.2
BOTT: SMAX= -17.84 SMIN= -24.81 TMAX= 3.48 ANGLE=-22.9
JOINT 0.38 0.59 0.18 0.55 0.05
69 34.32 32.14 1.99 0.94 1.94
TOP : SMAX= 38.85 SMIN= 12.65 TMAX= 13.10 ANGLE= 77.8
BOTT: SMAX= -9.76 SMIN= -35.88 TMAX= 13.06 ANGLE= -3.4
STAAD SPACE -- PAGE NO. 60
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
102 1 8.05 0.46 0.13 0.10 0.70
108.25 54.75 4.24 2.07 15.32
124.38 63.01
TOP : SMAX= 73.00 SMIN= -51.37 TMAX= 62.19 ANGLE= 43.9
BOTT: SMAX= 27.00 SMIN= -36.01 TMAX= 31.50 ANGLE=-45.2
JOINT 11.30 1.87 6.11 1.39 2.23
59 470.42 431.74 5.44 2.31 15.72
TOP : SMAX= 482.56 SMIN= 25.29 TMAX= 228.63 ANGLE= 23.0
BOTT: SMAX= -41.39 SMIN= -450.95 TMAX= 204.78 ANGLE=-69.7
JOINT 11.30 1.71 6.47 1.30 2.41
60 502.58 464.68 5.00 1.72 15.45
TOP : SMAX= 509.93 SMIN= 15.03 TMAX= 247.45 ANGLE= 22.7
BOTT: SMAX= -31.77 SMIN= -479.75 TMAX= 223.99 ANGLE=-69.8
JOINT 7.33 1.71 4.10 0.93 1.68
38 333.98 297.04 3.71 1.87 15.07
TOP : SMAX= 336.28 SMIN= 4.64 TMAX= 165.82 ANGLE= 25.0
BOTT: SMAX= -22.22 SMIN= -307.53 TMAX= 142.65 ANGLE=-68.6
JOINT 7.33 1.87 3.65 1.38 1.80
37 318.45 276.51 4.20 2.58 15.27
TOP : SMAX= 326.03 SMIN= 15.75 TMAX= 155.14 ANGLE= 30.2
BOTT: SMAX= -35.61 SMIN= -292.59 TMAX= 128.49 ANGLE=-62.8
2 0.10 9.37 0.56 2.11 0.10
129.81 123.34 8.14 5.51 0.32
146.34 135.22
TOP : SMAX= 146.34 SMIN= 45.09 TMAX= 50.63 ANGLE= 86.1
BOTT: SMAX= -28.91 SMIN= -135.22 TMAX= 53.16 ANGLE= -3.4
JOINT 0.13 8.02 1.42 5.51 1.31
59 366.30 361.71 21.16 7.39 1.34
TOP : SMAX= 402.35 SMIN= 88.20 TMAX= 157.07 ANGLE= 72.7
BOTT: SMAX= -49.52 SMIN= -383.92 TMAX= 167.20 ANGLE=-15.5
JOINT 0.13 10.71 1.23 7.44 1.53
60 488.78 498.68 21.52 1.83 0.98
TOP : SMAX= 523.04 SMIN= 77.87 TMAX= 222.58 ANGLE= 76.2
BOTT: SMAX= -37.74 SMIN= -516.48 TMAX= 239.37 ANGLE=-12.5
JOINT 0.08 10.71 0.24 2.87 1.51
38 255.80 251.95 4.87 3.62 0.70
TOP : SMAX= 241.86 SMIN= -25.91 TMAX= 133.88 ANGLE= 65.3
BOTT: SMAX= 34.17 SMIN= -233.12 TMAX= 133.65 ANGLE=-24.3
JOINT 0.08 8.02 0.18 1.66 1.34
37 192.99 180.49 5.23 9.20 1.62
TOP : SMAX= 172.60 SMIN= -35.77 TMAX= 104.19 ANGLE= 59.8
BOTT: SMAX= 45.45 SMIN= -153.42 TMAX= 99.43 ANGLE=-30.8
3 0.17 0.37 0.05 0.19 0.02
11.55 12.30 2.88 0.17 0.44
13.29 12.47
TOP : SMAX= 13.29 SMIN= 5.65 TMAX= 3.82 ANGLE= 73.9
BOTT: SMAX= -0.36 SMIN= -12.47 TMAX= 6.06 ANGLE= -5.5
STAAD SPACE -- PAGE NO. 61
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.20 0.40 0.15 0.06 0.09
59 17.63 10.11 5.68 0.20 0.43
TOP : SMAX= 18.34 SMIN= 1.54 TMAX= 8.40 ANGLE= 23.7
BOTT: SMAX= 1.28 SMIN= -9.41 TMAX= 5.34 ANGLE=-46.0
JOINT 0.20 0.43 0.14 0.08 0.06
60 15.40 8.52 6.14 0.40 0.09
TOP : SMAX= 17.10 SMIN= 4.32 TMAX= 6.39 ANGLE= 21.4
BOTT: SMAX= 0.12 SMIN= -8.46 TMAX= 4.29 ANGLE=-37.9
JOINT 0.30 0.43 0.22 0.42 0.06
38 25.52 24.87 0.26 0.15 0.45
TOP : SMAX= 29.45 SMIN= 13.86 TMAX= 7.80 ANGLE= 73.9
BOTT: SMAX= -13.79 SMIN= -28.71 TMAX= 7.46 ANGLE=-12.9
JOINT 0.30 0.40 0.18 0.36 0.09
37 24.24 22.87 0.45 0.09 0.78
TOP : SMAX= 27.47 SMIN= 9.10 TMAX= 9.18 ANGLE= 65.2
BOTT: SMAX= -9.41 SMIN= -26.08 TMAX= 8.33 ANGLE=-20.3
103 1 8.05 0.46 0.13 0.10 0.70
108.25 54.75 4.24 2.07 15.32
124.38 63.01
TOP : SMAX= 73.00 SMIN= -51.37 TMAX= 62.19 ANGLE= 43.9
BOTT: SMAX= 27.00 SMIN= -36.01 TMAX= 31.50 ANGLE=-45.2
JOINT 11.30 1.71 6.47 1.30 2.41
60 502.58 464.68 5.00 1.72 15.45
TOP : SMAX= 509.93 SMIN= 15.03 TMAX= 247.45 ANGLE= 22.7
BOTT: SMAX= -31.77 SMIN= -479.75 TMAX= 223.99 ANGLE=-69.8
JOINT 11.30 1.87 6.11 1.39 2.23
61 470.42 431.74 5.44 2.31 15.72
TOP : SMAX= 482.56 SMIN= 25.29 TMAX= 228.63 ANGLE= 23.0
BOTT: SMAX= -41.39 SMIN= -450.95 TMAX= 204.78 ANGLE=-69.7
JOINT 7.33 1.87 3.65 1.38 1.80
39 318.45 276.51 4.20 2.58 15.27
TOP : SMAX= 326.03 SMIN= 15.75 TMAX= 155.14 ANGLE= 30.2
BOTT: SMAX= -35.61 SMIN= -292.59 TMAX= 128.49 ANGLE=-62.8
JOINT 7.33 1.71 4.10 0.93 1.68
38 333.98 297.04 3.71 1.87 15.07
TOP : SMAX= 336.28 SMIN= 4.64 TMAX= 165.82 ANGLE= 25.0
BOTT: SMAX= -22.22 SMIN= -307.53 TMAX= 142.65 ANGLE=-68.6
2 0.10 9.37 0.56 2.11 0.10
129.81 123.34 8.14 5.51 0.32
146.34 135.22
TOP : SMAX= 146.34 SMIN= 45.09 TMAX= 50.63 ANGLE= 86.1
BOTT: SMAX= -28.91 SMIN= -135.22 TMAX= 53.16 ANGLE= -3.4
JOINT 0.13 10.71 1.23 7.44 1.53
60 488.78 498.68 21.52 1.83 0.98
TOP : SMAX= 523.04 SMIN= 77.87 TMAX= 222.58 ANGLE= 76.2
BOTT: SMAX= -37.74 SMIN= -516.48 TMAX= 239.37 ANGLE=-12.5
STAAD SPACE -- PAGE NO. 62
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.13 8.02 1.42 5.51 1.31
61 366.30 361.71 21.16 7.39 1.34
TOP : SMAX= 402.35 SMIN= 88.20 TMAX= 157.07 ANGLE= 72.7
BOTT: SMAX= -49.52 SMIN= -383.92 TMAX= 167.20 ANGLE=-15.5
JOINT 0.08 8.02 0.18 1.66 1.34
39 192.99 180.49 5.23 9.20 1.62
TOP : SMAX= 172.60 SMIN= -35.77 TMAX= 104.19 ANGLE= 59.8
BOTT: SMAX= 45.45 SMIN= -153.42 TMAX= 99.43 ANGLE=-30.8
JOINT 0.08 10.71 0.24 2.87 1.51
38 255.80 251.95 4.87 3.62 0.70
TOP : SMAX= 241.86 SMIN= -25.91 TMAX= 133.88 ANGLE= 65.3
BOTT: SMAX= 34.17 SMIN= -233.12 TMAX= 133.65 ANGLE=-24.3
3 0.17 0.37 0.05 0.19 0.02
11.55 12.30 2.88 0.17 0.44
13.29 12.47
TOP : SMAX= 13.29 SMIN= 5.65 TMAX= 3.82 ANGLE= 73.9
BOTT: SMAX= -0.36 SMIN= -12.47 TMAX= 6.06 ANGLE= -5.5
JOINT 0.20 0.43 0.14 0.08 0.06
60 15.40 8.52 6.14 0.40 0.09
TOP : SMAX= 17.10 SMIN= 4.32 TMAX= 6.39 ANGLE= 21.4
BOTT: SMAX= 0.12 SMIN= -8.46 TMAX= 4.29 ANGLE=-37.9
JOINT 0.20 0.40 0.15 0.06 0.09
61 17.63 10.11 5.68 0.20 0.43
TOP : SMAX= 18.34 SMIN= 1.54 TMAX= 8.40 ANGLE= 23.7
BOTT: SMAX= 1.28 SMIN= -9.41 TMAX= 5.34 ANGLE=-46.0
JOINT 0.30 0.40 0.18 0.36 0.09
39 24.24 22.87 0.45 0.09 0.78
TOP : SMAX= 27.47 SMIN= 9.10 TMAX= 9.18 ANGLE= 65.2
BOTT: SMAX= -9.41 SMIN= -26.08 TMAX= 8.33 ANGLE=-20.3
JOINT 0.30 0.43 0.22 0.42 0.06
38 25.52 24.87 0.26 0.15 0.45
TOP : SMAX= 29.45 SMIN= 13.86 TMAX= 7.80 ANGLE= 73.9
BOTT: SMAX= -13.79 SMIN= -28.71 TMAX= 7.46 ANGLE=-12.9
104 1 9.51 2.69 1.17 1.62 0.48
127.31 97.35 8.74 4.65 12.09
145.42 112.30
TOP : SMAX= 145.42 SMIN= 54.08 TMAX= 45.67 ANGLE= 53.2
BOTT: SMAX= -60.44 SMIN= -112.30 TMAX= 25.93 ANGLE=-24.6
JOINT 15.30 0.48 7.24 0.10 2.61
61 589.27 543.00 16.85 6.04 12.34
TOP : SMAX= 562.65 SMIN= -50.06 TMAX= 306.35 ANGLE= 18.7
BOTT: SMAX= 49.66 SMIN= -516.46 TMAX= 283.06 ANGLE=-72.6
JOINT 15.30 5.84 10.31 5.90 2.31
62 674.55 633.77 13.47 7.85 13.73
TOP : SMAX= 775.63 SMIN= 326.01 TMAX= 224.81 ANGLE= 24.1
BOTT: SMAX= -328.42 SMIN= -730.58 TMAX= 201.08 ANGLE=-67.9
STAAD SPACE -- PAGE NO. 63
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 5.03 5.84 2.24 2.17 1.66
63 264.17 220.10 4.62 10.58 12.74
TOP : SMAX= 278.27 SMIN= 30.93 TMAX= 123.67 ANGLE= 45.1
BOTT: SMAX= -41.07 SMIN= -237.74 TMAX= 98.34 ANGLE=-46.6
JOINT 5.03 0.48 2.99 0.75 1.37
39 254.03 224.55 4.74 3.36 10.50
TOP : SMAX= 255.22 SMIN= 2.41 TMAX= 126.41 ANGLE= 26.7
BOTT: SMAX= -11.41 SMIN= -230.03 TMAX= 109.31 ANGLE=-66.3
2 0.16 14.37 0.56 3.10 0.26
196.43 190.19 6.55 4.54 3.48
213.73 203.20
TOP : SMAX= 213.73 SMIN= 41.12 TMAX= 86.31 ANGLE= 83.0
BOTT: SMAX= -29.46 SMIN= -203.20 TMAX= 86.87 ANGLE= -4.6
JOINT 1.11 7.81 1.19 4.73 1.59
61 347.92 331.48 27.30 7.45 9.06
TOP : SMAX= 372.79 SMIN= 56.71 TMAX= 158.04 ANGLE= 66.6
BOTT: SMAX= -19.30 SMIN= -340.71 TMAX= 160.71 ANGLE=-18.6
JOINT 1.11 20.93 0.89 15.05 2.47
62 1019.67 1011.64 9.90 7.58 2.17
TOP : SMAX= 1039.46 SMIN= 40.79 TMAX= 499.33 ANGLE= 80.2
BOTT: SMAX= -22.56 SMIN= -1022.73 TMAX= 500.09 ANGLE= -9.5
JOINT 0.85 20.93 0.86 6.21 2.11
63 483.55 435.61 14.20 16.52 16.01
TOP : SMAX= 489.76 SMIN= 12.67 TMAX= 238.55 ANGLE= 69.4
BOTT: SMAX= -3.60 SMIN= -437.39 TMAX= 216.90 ANGLE=-17.6
JOINT 0.85 7.81 1.67 1.18 1.94
39 254.02 236.59 3.21 1.53 4.81
TOP : SMAX= 232.82 SMIN= -38.09 TMAX= 135.46 ANGLE= 41.4
BOTT: SMAX= 33.06 SMIN= -218.32 TMAX= 125.69 ANGLE=-48.5
3 0.10 0.28 0.04 0.17 0.08
14.02 12.67 1.20 0.05 0.81
14.25 12.82
TOP : SMAX= 14.25 SMIN= 0.47 TMAX= 6.89 ANGLE= 61.2
BOTT: SMAX= 0.30 SMIN= -12.52 TMAX= 6.41 ANGLE=-20.5
JOINT 0.22 0.41 0.24 0.14 0.10
61 21.56 15.38 4.37 0.96 0.33
TOP : SMAX= 24.01 SMIN= 6.31 TMAX= 8.85 ANGLE= 27.8
BOTT: SMAX= -3.00 SMIN= -16.66 TMAX= 6.83 ANGLE=-51.7
JOINT 0.22 0.59 0.18 0.16 0.12
62 18.54 16.53 1.90 0.71 0.08
TOP : SMAX= 20.37 SMIN= 4.47 TMAX= 7.95 ANGLE= 40.1
BOTT: SMAX= -2.13 SMIN= -17.50 TMAX= 7.68 ANGLE=-45.7
JOINT 0.38 0.59 0.18 0.55 0.05
63 34.32 32.14 1.99 0.94 1.94
TOP : SMAX= 38.85 SMIN= 12.65 TMAX= 13.10 ANGLE= 77.8
BOTT: SMAX= -9.76 SMIN= -35.88 TMAX= 13.06 ANGLE= -3.4
JOINT 0.38 0.41 0.29 0.37 0.06
39 25.15 22.16 0.53 0.73 1.65
TOP : SMAX= 28.97 SMIN= 16.22 TMAX= 6.37 ANGLE= 57.2
BOTT: SMAX= -17.84 SMIN= -24.81 TMAX= 3.48 ANGLE=-22.9
STAAD SPACE -- PAGE NO. 64
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
105 1 27.56 7.22 0.94 3.43 2.66
394.39 344.46 8.03 3.57 16.78
420.47 363.48
TOP : SMAX= 361.72 SMIN= -58.74 TMAX= 210.23 ANGLE= 56.3
BOTT: SMAX= 41.85 SMIN= -321.63 TMAX= 181.74 ANGLE=-31.0
JOINT 3.97 11.61 5.62 1.25 3.78
69 584.73 523.89 6.26 8.73 20.72
TOP : SMAX= 545.28 SMIN= -72.20 TMAX= 308.74 ANGLE= 31.1
BOTT: SMAX= 52.55 SMIN= -495.64 TMAX= 274.09 ANGLE=-61.2
JOINT 3.97 2.91 6.03 0.64 2.83
37 519.87 486.99 3.35 8.82 14.85
TOP : SMAX= 497.97 SMIN= -41.34 TMAX= 269.65 ANGLE= 24.5
BOTT: SMAX= 35.82 SMIN= -468.10 TMAX= 251.96 ANGLE=-68.2
JOINT 52.59 2.91 30.09 2.98 9.07
65 2207.57 2156.93 22.18 13.99 13.35
TOP : SMAX= 2218.43 SMIN= 21.88 TMAX= 1098.28 ANGLE= 17.1
BOTT: SMAX= -7.36 SMIN= -2160.60 TMAX= 1076.62 ANGLE=-73.3
JOINT 52.59 11.61 32.58 11.32 7.92
68 2147.59 2087.75 19.37 3.54 18.79
TOP : SMAX= 2376.12 SMIN= 573.50 TMAX= 901.31 ANGLE= 18.7
BOTT: SMAX= -585.73 SMIN= -2318.06 TMAX= 866.16 ANGLE=-72.0
2 2.67 25.76 1.15 6.86 0.44
434.06 420.55 15.22 12.23 0.88
471.82 447.06
TOP : SMAX= 471.82 SMIN= 89.45 TMAX= 191.18 ANGLE= 85.5
BOTT: SMAX= -59.32 SMIN= -447.06 TMAX= 193.87 ANGLE= -4.2
JOINT 2.17 37.23 0.22 9.92 3.22
69 768.02 737.12 3.85 16.25 3.44
TOP : SMAX= 743.33 SMIN= -47.20 TMAX= 395.27 ANGLE= 73.2
BOTT: SMAX= 53.17 SMIN= -709.09 TMAX= 381.13 ANGLE=-16.8
JOINT 2.17 14.28 0.71 0.62 4.16
37 490.35 475.64 0.51 14.08 3.95
TOP : SMAX= 333.38 SMIN= -229.66 TMAX= 281.52 ANGLE= 45.4
BOTT: SMAX= 236.50 SMIN= -311.03 TMAX= 273.76 ANGLE=-46.0
JOINT 3.19 14.28 1.36 10.21 2.35
65 692.33 699.03 33.99 8.36 1.80
TOP : SMAX= 730.19 SMIN= 83.26 TMAX= 323.47 ANGLE= 75.4
BOTT: SMAX= -19.95 SMIN= -708.79 TMAX= 344.42 ANGLE=-13.3
JOINT 3.19 37.23 3.76 27.76 5.04
68 1835.84 1832.66 30.93 10.46 5.71
TOP : SMAX= 1932.20 SMIN= 210.93 TMAX= 860.63 ANGLE= 78.3
BOTT: SMAX= -155.09 SMIN= -1905.27 TMAX= 875.09 ANGLE=-11.1
3 0.26 0.34 0.03 0.16 0.06
12.25 11.15 1.15 0.08 0.85
12.79 11.27
TOP : SMAX= 12.79 SMIN= 1.17 TMAX= 5.81 ANGLE= 64.5
BOTT: SMAX= -0.25 SMIN= -11.27 TMAX= 5.51 ANGLE=-15.4
STAAD SPACE -- PAGE NO. 65
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.39 0.59 0.15 0.51 0.04
69 31.85 30.04 1.93 0.96 1.97
TOP : SMAX= 35.85 SMIN= 10.80 TMAX= 12.52 ANGLE= 79.7
BOTT: SMAX= -7.73 SMIN= -33.15 TMAX= 12.71 ANGLE= -1.0
JOINT 0.39 0.39 0.26 0.35 0.10
37 26.04 22.19 0.59 0.66 1.67
TOP : SMAX= 29.90 SMIN= 12.26 TMAX= 8.82 ANGLE= 54.5
BOTT: SMAX= -14.10 SMIN= -25.57 TMAX= 5.74 ANGLE=-30.3
JOINT 0.22 0.39 0.13 0.11 0.11
65 17.78 13.65 4.23 0.90 0.35
TOP : SMAX= 19.00 SMIN= 2.76 TMAX= 8.12 ANGLE= 36.7
BOTT: SMAX= 1.39 SMIN= -12.90 TMAX= 7.15 ANGLE=-41.0
JOINT 0.22 0.59 0.11 0.16 0.12
68 17.45 16.09 1.78 0.71 0.12
TOP : SMAX= 18.51 SMIN= 2.38 TMAX= 8.07 ANGLE= 49.4
BOTT: SMAX= 0.11 SMIN= -16.03 TMAX= 8.07 ANGLE=-36.7
106 1 28.30 0.90 0.14 0.23 2.88
378.68 286.32 1.52 1.20 26.66
436.97 330.36
TOP : SMAX= 232.21 SMIN= -204.76 TMAX= 218.48 ANGLE= 45.4
BOTT: SMAX= 154.18 SMIN= -176.18 TMAX= 165.18 ANGLE=-44.4
JOINT 6.75 4.75 3.46 0.42 3.97
37 548.34 467.67 9.68 2.07 23.38
TOP : SMAX= 442.08 SMIN= -171.52 TMAX= 306.80 ANGLE= 35.0
BOTT: SMAX= 136.90 SMIN= -383.94 TMAX= 260.42 ANGLE=-56.0
JOINT 6.75 5.33 4.09 0.92 3.75
38 531.18 466.81 2.04 2.24 21.00
TOP : SMAX= 459.87 SMIN= -121.55 TMAX= 290.71 ANGLE= 34.3
BOTT: SMAX= 87.27 SMIN= -417.02 TMAX= 252.14 ANGLE=-57.4
JOINT 49.99 5.33 28.92 5.14 9.73
66 2139.49 2073.12 6.75 0.38 29.96
TOP : SMAX= 2184.42 SMIN= 92.89 TMAX= 1045.76 ANGLE= 20.2
BOTT: SMAX= -128.62 SMIN= -2134.43 TMAX= 1002.91 ANGLE=-71.0
JOINT 49.99 4.75 28.82 5.30 9.50
65 2117.08 2050.04 5.05 0.65 32.35
TOP : SMAX= 2170.06 SMIN= 110.28 TMAX= 1029.89 ANGLE= 20.1
BOTT: SMAX= -148.63 SMIN= -2120.31 TMAX= 985.84 ANGLE=-71.2
2 0.25 17.04 0.78 5.02 0.04
314.44 309.76 16.76 8.63 0.32
343.06 325.79
TOP : SMAX= 343.06 SMIN= 68.54 TMAX= 137.26 ANGLE= 89.4
BOTT: SMAX= -35.03 SMIN= -325.79 TMAX= 145.38 ANGLE= -0.4
JOINT 0.13 14.89 0.63 1.82 2.66
37 328.48 322.24 5.50 7.81 0.63
TOP : SMAX= 270.96 SMIN= -94.37 TMAX= 182.67 ANGLE= 51.4
BOTT: SMAX= 105.95 SMIN= -255.92 TMAX= 180.94 ANGLE=-38.9
STAAD SPACE -- PAGE NO. 66
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.13 19.19 0.73 4.01 2.58
38 391.43 381.11 4.65 8.46 0.65
TOP : SMAX= 369.58 SMIN= -40.54 TMAX= 205.06 ANGLE= 61.4
BOTT: SMAX= 50.52 SMIN= -353.33 TMAX= 201.92 ANGLE=-28.9
JOINT 0.42 19.19 2.45 14.36 2.73
66 941.13 942.31 28.03 9.46 0.01
TOP : SMAX= 1007.30 SMIN= 150.47 TMAX= 428.41 ANGLE= 77.4
BOTT: SMAX= -96.12 SMIN= -986.68 TMAX= 445.28 ANGLE=-12.1
JOINT 0.42 14.89 2.02 11.52 2.51
65 767.09 768.11 28.88 8.80 1.29
TOP : SMAX= 820.16 SMIN= 120.37 TMAX= 349.90 ANGLE= 75.6
BOTT: SMAX= -66.14 SMIN= -799.04 TMAX= 366.45 ANGLE=-13.4
3 0.16 0.37 0.05 0.17 0.02
10.28 10.91 2.84 0.15 0.44
11.87 11.14
TOP : SMAX= 11.87 SMIN= 5.71 TMAX= 3.08 ANGLE= 73.7
BOTT: SMAX= -0.47 SMIN= -11.14 TMAX= 5.34 ANGLE= -4.2
JOINT 0.30 0.39 0.17 0.34 0.05
37 21.02 19.98 0.48 0.12 0.78
TOP : SMAX= 24.17 SMIN= 10.21 TMAX= 6.98 ANGLE= 70.6
BOTT: SMAX= -10.15 SMIN= -23.02 TMAX= 6.43 ANGLE=-12.9
JOINT 0.30 0.42 0.21 0.39 0.07
38 24.58 23.79 0.26 0.13 0.45
TOP : SMAX= 28.30 SMIN= 12.38 TMAX= 7.96 ANGLE= 68.7
BOTT: SMAX= -12.46 SMIN= -27.44 TMAX= 7.49 ANGLE=-18.4
JOINT 0.09 0.42 0.09 0.08 0.06
66 12.77 8.52 6.10 0.39 0.13
TOP : SMAX= 14.19 SMIN= 3.65 TMAX= 5.27 ANGLE= 26.6
BOTT: SMAX= 2.28 SMIN= -7.14 TMAX= 4.71 ANGLE=-28.6
JOINT 0.09 0.39 0.07 0.07 0.10
65 14.76 11.53 5.64 0.17 0.43
TOP : SMAX= 14.83 SMIN= 0.15 TMAX= 7.34 ANGLE= 34.3
BOTT: SMAX= 4.91 SMIN= -8.26 TMAX= 6.59 ANGLE=-32.5
107 1 28.30 0.90 0.14 0.23 2.88
378.68 286.32 1.52 1.20 26.66
436.97 330.36
TOP : SMAX= 232.21 SMIN= -204.76 TMAX= 218.48 ANGLE= 45.4
BOTT: SMAX= 154.18 SMIN= -176.18 TMAX= 165.18 ANGLE=-44.4
JOINT 6.75 5.33 4.09 0.92 3.75
38 531.18 466.81 2.04 2.24 21.00
TOP : SMAX= 459.87 SMIN= -121.55 TMAX= 290.71 ANGLE= 34.3
BOTT: SMAX= 87.27 SMIN= -417.02 TMAX= 252.14 ANGLE=-57.4
JOINT 6.75 4.75 3.46 0.42 3.97
39 548.34 467.67 9.68 2.07 23.38
TOP : SMAX= 442.08 SMIN= -171.52 TMAX= 306.80 ANGLE= 35.0
BOTT: SMAX= 136.90 SMIN= -383.94 TMAX= 260.42 ANGLE=-56.0
STAAD SPACE -- PAGE NO. 67
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 49.99 4.75 28.82 5.30 9.50
67 2117.08 2050.04 5.05 0.65 32.35
TOP : SMAX= 2170.06 SMIN= 110.28 TMAX= 1029.89 ANGLE= 20.1
BOTT: SMAX= -148.63 SMIN= -2120.31 TMAX= 985.84 ANGLE=-71.2
JOINT 49.99 5.33 28.92 5.14 9.73
66 2139.49 2073.12 6.75 0.38 29.96
TOP : SMAX= 2184.42 SMIN= 92.89 TMAX= 1045.76 ANGLE= 20.2
BOTT: SMAX= -128.62 SMIN= -2134.43 TMAX= 1002.91 ANGLE=-71.0
2 0.25 17.04 0.78 5.02 0.04
314.44 309.76 16.76 8.63 0.32
343.06 325.79
TOP : SMAX= 343.06 SMIN= 68.54 TMAX= 137.26 ANGLE= 89.4
BOTT: SMAX= -35.03 SMIN= -325.79 TMAX= 145.38 ANGLE= -0.4
JOINT 0.13 19.19 0.73 4.01 2.58
38 391.43 381.11 4.65 8.46 0.65
TOP : SMAX= 369.58 SMIN= -40.54 TMAX= 205.06 ANGLE= 61.4
BOTT: SMAX= 50.52 SMIN= -353.33 TMAX= 201.92 ANGLE=-28.9
JOINT 0.13 14.89 0.63 1.82 2.66
39 328.48 322.24 5.50 7.81 0.63
TOP : SMAX= 270.96 SMIN= -94.37 TMAX= 182.67 ANGLE= 51.4
BOTT: SMAX= 105.95 SMIN= -255.92 TMAX= 180.94 ANGLE=-38.9
JOINT 0.42 14.89 2.02 11.52 2.51
67 767.09 768.11 28.88 8.80 1.29
TOP : SMAX= 820.16 SMIN= 120.37 TMAX= 349.90 ANGLE= 75.6
BOTT: SMAX= -66.14 SMIN= -799.04 TMAX= 366.45 ANGLE=-13.4
JOINT 0.42 19.19 2.45 14.36 2.73
66 941.13 942.31 28.03 9.46 0.01
TOP : SMAX= 1007.30 SMIN= 150.47 TMAX= 428.41 ANGLE= 77.4
BOTT: SMAX= -96.12 SMIN= -986.68 TMAX= 445.28 ANGLE=-12.1
3 0.16 0.37 0.05 0.17 0.02
10.28 10.91 2.84 0.15 0.44
11.87 11.14
TOP : SMAX= 11.87 SMIN= 5.71 TMAX= 3.08 ANGLE= 73.7
BOTT: SMAX= -0.47 SMIN= -11.14 TMAX= 5.34 ANGLE= -4.2
JOINT 0.30 0.42 0.21 0.39 0.07
38 24.58 23.79 0.26 0.13 0.45
TOP : SMAX= 28.30 SMIN= 12.38 TMAX= 7.96 ANGLE= 68.7
BOTT: SMAX= -12.46 SMIN= -27.44 TMAX= 7.49 ANGLE=-18.4
JOINT 0.30 0.39 0.17 0.34 0.05
39 21.02 19.98 0.48 0.12 0.78
TOP : SMAX= 24.17 SMIN= 10.21 TMAX= 6.98 ANGLE= 70.6
BOTT: SMAX= -10.15 SMIN= -23.02 TMAX= 6.43 ANGLE=-12.9
JOINT 0.09 0.39 0.07 0.07 0.10
67 14.76 11.53 5.64 0.17 0.43
TOP : SMAX= 14.83 SMIN= 0.15 TMAX= 7.34 ANGLE= 34.3
BOTT: SMAX= 4.91 SMIN= -8.26 TMAX= 6.59 ANGLE=-32.5
JOINT 0.09 0.42 0.09 0.08 0.06
66 12.77 8.52 6.10 0.39 0.13
TOP : SMAX= 14.19 SMIN= 3.65 TMAX= 5.27 ANGLE= 26.6
BOTT: SMAX= 2.28 SMIN= -7.14 TMAX= 4.71 ANGLE=-28.6
STAAD SPACE -- PAGE NO. 68
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
108 1 27.56 7.22 0.94 3.43 2.66
394.39 344.46 8.03 3.57 16.78
420.47 363.48
TOP : SMAX= 361.72 SMIN= -58.74 TMAX= 210.23 ANGLE= 56.3
BOTT: SMAX= 41.85 SMIN= -321.63 TMAX= 181.74 ANGLE=-31.0
JOINT 3.97 2.91 6.03 0.64 2.83
39 519.87 486.99 3.35 8.82 14.84
TOP : SMAX= 497.97 SMIN= -41.34 TMAX= 269.65 ANGLE= 24.5
BOTT: SMAX= 35.82 SMIN= -468.10 TMAX= 251.96 ANGLE=-68.2
JOINT 3.97 11.61 5.62 1.25 3.78
63 584.73 523.89 6.26 8.73 20.72
TOP : SMAX= 545.28 SMIN= -72.20 TMAX= 308.74 ANGLE= 31.1
BOTT: SMAX= 52.55 SMIN= -495.64 TMAX= 274.09 ANGLE=-61.2
JOINT 52.59 11.61 32.58 11.32 7.92
64 2147.59 2087.75 19.37 3.54 18.79
TOP : SMAX= 2376.12 SMIN= 573.50 TMAX= 901.31 ANGLE= 18.7
BOTT: SMAX= -585.73 SMIN= -2318.06 TMAX= 866.16 ANGLE=-72.0
JOINT 52.59 2.91 30.09 2.98 9.07
67 2207.57 2156.93 22.18 13.99 13.35
TOP : SMAX= 2218.43 SMIN= 21.88 TMAX= 1098.28 ANGLE= 17.1
BOTT: SMAX= -7.36 SMIN= -2160.60 TMAX= 1076.62 ANGLE=-73.3
2 2.67 25.76 1.15 6.86 0.44
434.06 420.55 15.22 12.23 0.88
471.82 447.06
TOP : SMAX= 471.82 SMIN= 89.45 TMAX= 191.18 ANGLE= 85.5
BOTT: SMAX= -59.32 SMIN= -447.06 TMAX= 193.87 ANGLE= -4.2
JOINT 2.17 14.28 0.71 0.62 4.16
39 490.35 475.64 0.51 14.08 3.95
TOP : SMAX= 333.38 SMIN= -229.66 TMAX= 281.52 ANGLE= 45.4
BOTT: SMAX= 236.50 SMIN= -311.03 TMAX= 273.76 ANGLE=-46.0
JOINT 2.17 37.23 0.22 9.92 3.22
63 768.02 737.12 3.85 16.25 3.44
TOP : SMAX= 743.33 SMIN= -47.20 TMAX= 395.27 ANGLE= 73.2
BOTT: SMAX= 53.17 SMIN= -709.09 TMAX= 381.13 ANGLE=-16.8
JOINT 3.19 37.23 3.76 27.76 5.04
64 1835.84 1832.66 30.93 10.46 5.71
TOP : SMAX= 1932.20 SMIN= 210.93 TMAX= 860.63 ANGLE= 78.3
BOTT: SMAX= -155.09 SMIN= -1905.27 TMAX= 875.09 ANGLE=-11.1
JOINT 3.19 14.28 1.36 10.21 2.35
67 692.33 699.03 33.99 8.36 1.80
TOP : SMAX= 730.19 SMIN= 83.26 TMAX= 323.47 ANGLE= 75.4
BOTT: SMAX= -19.95 SMIN= -708.79 TMAX= 344.42 ANGLE=-13.3
3 0.26 0.34 0.03 0.16 0.06
12.25 11.15 1.15 0.08 0.85
12.79 11.27
TOP : SMAX= 12.79 SMIN= 1.17 TMAX= 5.81 ANGLE= 64.5
BOTT: SMAX= -0.25 SMIN= -11.27 TMAX= 5.51 ANGLE=-15.4
STAAD SPACE -- PAGE NO. 69
ELEMENT STRESSES FORCE,LENGTH UNITS= KN METE
----------------
STRESS = FORCE/UNIT WIDTH/THICK, MOMENT = FORCE-LENGTH/UNIT WIDTH
ELEMENT LOAD SQX SQY MX MY MXY
VONT VONB SX SY SXY
TRESCAT TRESCAB
JOINT 0.39 0.39 0.26 0.35 0.10
39 26.04 22.19 0.59 0.66 1.67
TOP : SMAX= 29.90 SMIN= 12.26 TMAX= 8.82 ANGLE= 54.5
BOTT: SMAX= -14.10 SMIN= -25.57 TMAX= 5.74 ANGLE=-30.3
JOINT 0.39 0.59 0.15 0.51 0.04
63 31.85 30.04 1.93 0.96 1.97
TOP : SMAX= 35.85 SMIN= 10.80 TMAX= 12.52 ANGLE= 79.7
BOTT: SMAX= -7.73 SMIN= -33.15 TMAX= 12.71 ANGLE= -1.0
JOINT 0.22 0.59 0.11 0.16 0.12
64 17.45 16.09 1.78 0.71 0.12
TOP : SMAX= 18.51 SMIN= 2.38 TMAX= 8.07 ANGLE= 49.4
BOTT: SMAX= 0.11 SMIN= -16.03 TMAX= 8.07 ANGLE=-36.7
JOINT 0.22 0.39 0.13 0.11 0.11
67 17.78 13.65 4.23 0.90 0.35
TOP : SMAX= 19.00 SMIN= 2.76 TMAX= 8.12 ANGLE= 36.7
BOTT: SMAX= 1.39 SMIN= -12.90 TMAX= 7.15 ANGLE=-41.0
**** MAXIMUM STRESSES AMONG SELECTED PLATES AND CASES ****
MAXIMUM MINIMUM MAXIMUM MAXIMUM MAXIMUM
PRINCIPAL PRINCIPAL SHEAR VONMISES TRESCA
STRESS STRESS STRESS STRESS STRESS
4.851880E+03 -4.815351E+03 2.183280E+03 1.016677E+03 1.094815E+03
PLATE NO. 54 54 54 54 54
CASE NO. 2 2 2 2 2
********************END OF ELEMENT FORCES********************
187. FINISH
STAAD SPACE -- PAGE NO. 70
STAAD SPACE -- PAGE NO. 71
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= JUL 4,2024 TIME= 11:40:37 ****
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