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 CONNECT Edition\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 CONNECT Edition\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 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
CONTROL RIGID CONTROL 2 JOINT 46
CONTROL RIGID CONTROL 3 JOINT 47
CONTROL RIGID CONTROL 5 JOINT 48
CONTROL RIGID CONTROL 7 JOINT 49
CONTROL RIGID CONTROL 9 JOINT 50
CONTROL RIGID CONTROL 19 JOINT 51
CONTROL RIGID CONTROL 29 JOINT 52
CONTROL RIGID CONTROL 27 JOINT 55
CONTROL RIGID CONTROL 25 JOINT 54
CONTROL RIGID CONTROL 23 JOINT 53
CONTROL RIGID CONTROL 22 JOINT 56
CONTROL RIGID CONTROL 12 JOINT 57
CONTROL RIGID CONTROL 31 JOINT 58
CONTROL RIGID CONTROL 32 JOINT 59
CONTROL RIGID CONTROL 33 JOINT 60
CONTROL RIGID CONTROL 34 JOINT 61
CONTROL RIGID CONTROL 35 JOINT 62
CONTROL RIGID CONTROL 40 JOINT 63
CONTROL RIGID CONTROL 45 JOINT 64
CONTROL RIGID CONTROL 44 JOINT 67
CONTROL RIGID CONTROL 43 JOINT 66
CONTROL RIGID CONTROL 42 JOINT 65
CONTROL RIGID CONTROL 41 JOINT 68
CONTROL 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 CONNECT Edition * * Version 22.12.00.*** * * Proprietary Program of * * Bentley Systems, Inc. * * Date= OCT 27, 2022 * * Time= 15:13:46 * * * * Licensed to: Bentley Systems Inc * **************************************************** 1. STAAD SPACE INPUT FILE: Response Spectrum Using Element Offset.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= 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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= OCT 27,2022 TIME= 15:13:48 **** ************************************************************ * 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 CONNECT Edition * * Version 22.12.00.*** * * Proprietary Program of * * Bentley Systems, Inc. * * Date= OCT 27, 2022 * * Time= 15:13:43 * * * * Licensed to: Bentley Systems Inc * **************************************************** 1. STAAD SPACE INPUT FILE: Response Spectrum Using Control Dependent.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 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. CONTROL RIGID CONTROL 2 JOINT 46 89. CONTROL RIGID CONTROL 3 JOINT 47 *** STAAD.Pro ERROR MESSAGE *** DATA SHOULD FOLLOW AFTER CONSTANT COMMAND AND NOT ANY OTHER TYPE OF COMMAND. DATA-CHECK MODE ENTERED. STAAD SPACE -- PAGE NO. 3 *********** END OF THE STAAD.Pro RUN *********** **** DATE= OCT 27,2022 TIME= 15:13:43 **** ************************************************************ * 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 * ************************************************************