# EX. US-15 Wind and Floor Load Generation on a Space Frame

A space frame is analyzed for loads generated using the built-in wind and floor load generation facilities.

This problem is installed with the program by default to C:\Users\Public\Public Documents\STAAD.Pro CONNECT Edition\Samples\Sample Models\US\US-15 Wind and Floor Load Generation on a Space Frame.STD when you install the program.

### Example Problem No. 15

```    STAAD SPACE - WIND AND FLOOR LOAD GENERATION
```

This is a space frame analysis problem. Every STAAD input has to start with the command STAAD. The SPACE specification is used to denote a space (3D) frame.

```    UNIT FEET KIP
```

The UNIT specification is used to specify the length and/or force units to be used.

```    JOINT COORDINATES
1 0 0 0
2 10 0 0
3 21 0 0
4 0 0 10
5 10 0 10
6 0 0 20
7 10 0 20
8 21 0 20
REPEAT ALL 2 0 12 0```

The JOINT COORDINATE specification is used to specify the X, Y, and Z coordinates of the joints. Note that the REPEAT ALL command has been used to generate joints for the two upper stories each with a Y increment of 12 ft.

```    MEMBER INCIDENCES
* Columns
1 1 9 16
* Beams in the X direction
17 9 10 18
19 12 13
20 14 15 21
22 17 18 23
24 20 21
25 22 23 26
* Beams in the Z direction
27 9 12 ; 28 12 14 ; 29 10 13 ; 30 13 15 ; 31 11 16
32 17 20 ; 33 20 22 ; 34 18 21 ; 35 21 23 ; 36 19 24
```

The MEMBER INCIDENCE specification is used for specifying member connectivities.

```    UNIT INCH
MEMBER PROPERTIES AMERICAN
1 TO 16 TA ST W21X50
17 TO 26 TA ST W18X35
27 TO 36 TA ST W14X90
```

Properties for all members are specified from the built-in American (AISC) steel table. Three different sections have been used.

```    DEFINE MATERIAL START
ISOTROPIC STEEL
E 29000
POISSON 0.3
DENSITY 283e-006
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 36 FU 58 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANT
MATERIAL STEEL ALL```

The DEFINE MATERIAL command is used to specify material properties and the CONSTANT is used to assign the material to all members.

```    SUPPORT
1 TO 8 FIXED BUT MX MZ
```

The supports of the structure are defined through the SUPPORT specification. Here all the supports are FIXED with releases specified in the MX (rotation about global X-axis) and MZ (rotation about global Z-axis) directions.

```    UNIT FEET
TYPE 1
INTENSITY 0.1 0.15 HEIGHT 12 24
EXPOSURE 0.90 YRANGE 11 13
EXPOSURE 0.85 JOINT 17 20 22
```

In this example, two different wind intensities (0.1 Kips/sq. ft and 0.15 Kips/sq. ft) are specified for two different height zones (0 to 12 ft. and 12 to 24 ft.). The EXPOSURE specification is used to mitigate or magnify the effect at specific nodes due to special considerations like openings in the structure. In this case, two different exposure factors are specified. The first EXPOSURE specification specifies the exposure factor as 0.9 for all joints within the height range (defined as global Y-range) of 11 ft. - 13 ft. The second EXPOSURE specification specifies the exposure factor as 0.85 for joints 17, 20 and 22. In the EXPOSURE factor specification, the joints may be specified directly or through a vertical range specification.

```    LOAD 1 WIND LOAD IN X-DIRECTION
WIND LOAD X 1.2 TYPE 1
```

This is the second stage of input specification for the wind load generation. The term WIND LOAD and the direction term that follows are used to specify the wind loading in a particular lateral direction. In this case, WIND loading TYPE 1, defined previously, is being applied in the global X-direction with a positive multiplication factor of 1.2 .

```    LOAD 2 FLOOR LOAD @ Y = 12 FT AND 24 FT
YRANGE 11.9 12.1 FLOAD -0.45 XRANGE 0.0 10.0 ZRANGE 0.0 20.0
YRANGE 11.9 12.1 FLOAD -0.25 XRANGE 10.0 21.0 ZRANGE 0.0 20.0

In load case 2 in this problem, a floor load generation is performed. In a floor load generation, a pressure load (force per unit area) is converted by the program into specific points forces and distributed forces on the members located in that region. The YRANGE, XRANGE, and ZRANGE specifications are used to define the area of the structure on which the pressure is acting. The FLOAD specification is used to specify the value of that pressure. All values need to be provided in the current UNIT system. For example, in the first line in the above FLOOR LOAD specification, the region is defined as being located within the bounds YRANGE of 11.9-12.1 ft, XRANGE of 0.0-10.0 ft and ZRANGE of 0.0-20.0 ft. The -0.45 signifies that the pressure is 0.45 Kip/sq. ft in the negative global Y direction.

The program will identify the members lying within the specified region and derive member loads on these members based on two-way load distribution.

```    PERFORM ANALYSIS PRINT LOAD DATA
```

We can view the values and position of the generated loads with the help of the PRINT LOAD DATA command used above along with the PERFORM ANALYSIS command.

```    PRINT SUPPORT REACTION
FINISH
```

Above commands are self-explanatory.

## Input File

``````STAAD SPACE
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0
2 10 0 0
3 21 0 0
4 0 0 10
5 10 0 10
6 0 0 20
7 10 0 20
8 21 0 20
REPEAT ALL 2 0 12 0
MEMBER INCIDENCES
* Columns
1 1 9 16
* Beams in the X direction
17 9 10 18
19 12 13
20 14 15 21
22 17 18 23
24 20 21
25 22 23 26
* Beams in the Z direction
27 9 12 ; 28 12 14 ; 29 10 13 ; 30 13 15 ; 31 11 16
32 17 20 ; 33 20 22 ; 34 18 21 ; 35 21 23 ; 36 19 24
UNIT INCH
MEMBER PROPERTIES AMERICAN
1 TO 16 TA ST W21X50
17 TO 26 TA ST W18X35
27 TO 36 TA ST W14X90
DEFINE MATERIAL START
ISOTROPIC STEEL
E 29000
POISSON 0.3
DENSITY 283e-006
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 36 FU 58 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANT
MATERIAL STEEL ALL
SUPPORT
1 TO 8 FIXED BUT MX MZ
UNIT FEET
TYPE 1
INTENSITY 0.1 0.15 HEIGHT 12 24
EXPOSURE 0.90 YRANGE 11 13
EXPOSURE 0.85 JOINT 17 20 22
WIND LOAD X 1.2 TYPE 1
YRANGE 11.9 12.1 FLOAD -0.45 XRANGE  0.0 10.0 ZRANGE 0.0 20.0
YRANGE 11.9 12.1 FLOAD -0.25 XRANGE 10.0 21.0 ZRANGE 0.0 20.0
PRINT SUPPORT REACTION
FINISH
``````

```                                                                  PAGE NO.    1
****************************************************
*                                                  *
*           Version  22.08.00.***                  *
*           Proprietary Program of                 *
*           Bentley Systems, Inc.                  *
*           Date=    OCT 19, 2021                  *
*           Time=    17:54:57                      *
*                                                  *
*  Licensed to: Bentley Systems Inc                *
****************************************************
INPUT FILE: US-15 Wind and Floor Load Generation on a Space Frame.STD
2. UNIT FEET KIP
3. JOINT COORDINATES
4. 1 0 0 0
5. 2 10 0 0
6. 3 21 0 0
7. 4 0 0 10
8. 5 10 0 10
9. 6 0 0 20
10. 7 10 0 20
11. 8 21 0 20
12. REPEAT ALL 2 0 12 0
13. MEMBER INCIDENCES
14. * COLUMNS
15. 1 1 9 16
16. * BEAMS IN THE X DIRECTION
17. 17 9 10 18
18. 19 12 13
19. 20 14 15 21
20. 22 17 18 23
21. 24 20 21
22. 25 22 23 26
23. * BEAMS IN THE Z DIRECTION
24. 27 9 12 ; 28 12 14 ; 29 10 13 ; 30 13 15 ; 31 11 16
25. 32 17 20 ; 33 20 22 ; 34 18 21 ; 35 21 23 ; 36 19 24
26. UNIT INCH
27. MEMBER PROPERTIES AMERICAN
28. 1 TO 16 TA ST W21X50
29. 17 TO 26 TA ST W18X35
30. 27 TO 36 TA ST W14X90
31. DEFINE MATERIAL START
32. ISOTROPIC STEEL
33. E 29000
34. POISSON 0.3
35. DENSITY 283E-006
36. ALPHA 6E-006
37. DAMP 0.03
38. TYPE STEEL
STAAD SPACE                                              -- PAGE NO.    2
39. STRENGTH FY 36 FU 58 RY 1.5 RT 1.2
40. END DEFINE MATERIAL
41. CONSTANT
42. MATERIAL STEEL ALL
43. SUPPORT
44. 1 TO 8 FIXED BUT MX MZ
45. UNIT FEET
*** NOTE: If any floor diaphragm is present in the model Wind Load definition
should be defined after Floor Diaphragm definition. Otherwise wind
load generation may be unsuccessful during analysis.
47. TYPE 1
48. INTENSITY 0.1 0.15 HEIGHT 12 24
49. EXPOSURE 0.90 YRANGE 11 13
50. EXPOSURE 0.85 JOINT 17 20 22
52. WIND LOAD X 1.2 TYPE 1
55. YRANGE 11.9 12.1 FLOAD -0.45 XRANGE  0.0 10.0 ZRANGE 0.0 20.0
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.
56. YRANGE 11.9 12.1 FLOAD -0.25 XRANGE 10.0 21.0 ZRANGE 0.0 20.0
57. YRANGE 23.9 24.1 FLOAD -0.25
58. PERFORM ANALYSIS PRINT LOAD DATA
P R O B L E M   S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS         24  NUMBER OF MEMBERS      36
NUMBER OF PLATES          0  NUMBER OF SOLIDS        0
NUMBER OF SURFACES        0  NUMBER OF SUPPORTS      8
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
TOTAL      PRIMARY LOAD CASES =     2, TOTAL DEGREES OF FREEDOM =     112
TOTAL LOAD COMBINATION  CASES =     0  SO FAR.
STAAD SPACE                                              -- PAGE NO.    3
STAAD SPACE                                              -- PAGE NO.    4
-----------
JOINT LOAD - UNIT KIP  FEET
JOINT   FORCE-X   FORCE-Y     FORCE-Z     MOM-X     MOM-Y     MOM-Z
1      3.60      0.00        0.00      0.00      0.00      0.00
4      7.20      0.00        0.00      0.00      0.00      0.00
6      3.60      0.00        0.00      0.00      0.00      0.00
9      8.10      0.00        0.00      0.00      0.00      0.00
12     16.20      0.00        0.00      0.00      0.00      0.00
14      8.10      0.00        0.00      0.00      0.00      0.00
17      4.59      0.00        0.00      0.00      0.00      0.00
20      9.18      0.00        0.00      0.00      0.00      0.00
22      4.59      0.00        0.00      0.00      0.00      0.00
-----------
MEMBER LOAD - UNIT KIP  FEET
MEMBER     UDL      L1     L2      CON       L     LIN1     LIN2
17                            -0.0879 GY   0.42
17                            -0.2637 GY   0.97
17                            -0.4395 GY   1.58
17                            -0.6152 GY   2.20
17                            -0.7910 GY   2.82
17                            -0.9668 GY   3.45
17                            -1.1426 GY   4.07
17                            -1.3184 GY   4.69
17                            -1.3184 GY   5.31
17                            -1.1426 GY   5.93
17                            -0.9668 GY   6.55
17                            -0.7910 GY   7.18
17                            -0.6152 GY   7.80
17                            -0.4395 GY   8.42
17                            -0.2637 GY   9.03
17                            -0.0879 GY   9.58
29                            -0.0879 GY   0.42
29                            -0.2637 GY   0.97
29                            -0.4395 GY   1.58
29                            -0.6152 GY   2.20
29                            -0.7910 GY   2.82
29                            -0.9668 GY   3.45
29                            -1.1426 GY   4.07
29                            -1.3184 GY   4.69
29                            -1.3184 GY   5.31
29                            -1.1426 GY   5.93
29                            -0.9668 GY   6.55
STAAD SPACE                                              -- PAGE NO.    5
29                            -0.7910 GY   7.18
29                            -0.6152 GY   7.80
29                            -0.4395 GY   8.42
29                            -0.2637 GY   9.03
29                            -0.0879 GY   9.58
19                            -0.0879 GY   0.42
19                            -0.2637 GY   0.97
19                            -0.4395 GY   1.58
19                            -0.6152 GY   2.20
19                            -0.7910 GY   2.82
19                            -0.9668 GY   3.45
19                            -1.1426 GY   4.07
19                            -1.3184 GY   4.69
19                            -1.3184 GY   5.31
19                            -1.1426 GY   5.93
19                            -0.9668 GY   6.55
19                            -0.7910 GY   7.18
19                            -0.6152 GY   7.80
19                            -0.4395 GY   8.42
19                            -0.2637 GY   9.03
19                            -0.0879 GY   9.58
27                            -0.0879 GY   0.42
27                            -0.2637 GY   0.97
27                            -0.4395 GY   1.58
27                            -0.6152 GY   2.20
27                            -0.7910 GY   2.82
27                            -0.9668 GY   3.45
27                            -1.1426 GY   4.07
27                            -1.3184 GY   4.69
27                            -1.3184 GY   5.31
27                            -1.1426 GY   5.93
27                            -0.9668 GY   6.55
27                            -0.7910 GY   7.18
27                            -0.6152 GY   7.80
27                            -0.4395 GY   8.42
27                            -0.2637 GY   9.03
27                            -0.0879 GY   9.58
19                            -0.0879 GY   0.42
19                            -0.2637 GY   0.97
19                            -0.4395 GY   1.58
19                            -0.6152 GY   2.20
19                            -0.7910 GY   2.82
19                            -0.9668 GY   3.45
19                            -1.1426 GY   4.07
19                            -1.3184 GY   4.69
19                            -1.3184 GY   5.31
19                            -1.1426 GY   5.93
19                            -0.9668 GY   6.55
19                            -0.7910 GY   7.18
19                            -0.6152 GY   7.80
19                            -0.4395 GY   8.42
19                            -0.2637 GY   9.03
19                            -0.0879 GY   9.58
30                            -0.0879 GY   0.42
30                            -0.2637 GY   0.97
30                            -0.4395 GY   1.58
STAAD SPACE                                              -- PAGE NO.    6
30                            -0.6152 GY   2.20
30                            -0.7910 GY   2.82
30                            -0.9668 GY   3.45
30                            -1.1426 GY   4.07
30                            -1.3184 GY   4.69
30                            -1.3184 GY   5.31
30                            -1.1426 GY   5.93
30                            -0.9668 GY   6.55
30                            -0.7910 GY   7.18
30                            -0.6152 GY   7.80
30                            -0.4395 GY   8.42
30                            -0.2637 GY   9.03
30                            -0.0879 GY   9.58
20                            -0.0879 GY   0.42
20                            -0.2637 GY   0.97
20                            -0.4395 GY   1.58
20                            -0.6152 GY   2.20
20                            -0.7910 GY   2.82
20                            -0.9668 GY   3.45
20                            -1.1426 GY   4.07
20                            -1.3184 GY   4.69
20                            -1.3184 GY   5.31
20                            -1.1426 GY   5.93
20                            -0.9668 GY   6.55
20                            -0.7910 GY   7.18
20                            -0.6152 GY   7.80
20                            -0.4395 GY   8.42
20                            -0.2637 GY   9.03
20                            -0.0879 GY   9.58
28                            -0.0879 GY   0.42
28                            -0.2637 GY   0.97
28                            -0.4395 GY   1.58
28                            -0.6152 GY   2.20
28                            -0.7910 GY   2.82
28                            -0.9668 GY   3.45
28                            -1.1426 GY   4.07
28                            -1.3184 GY   4.69
28                            -1.3184 GY   5.31
28                            -1.1426 GY   5.93
28                            -0.9668 GY   6.55
28                            -0.7910 GY   7.18
28                            -0.6152 GY   7.80
28                            -0.4395 GY   8.42
28                            -0.2637 GY   9.03
28                            -0.0879 GY   9.58
MEMBER LOAD - UNIT KIP  FEET
MEMBER     UDL      L1     L2      CON       L     LIN1     LIN2
18                            -0.0591 GY   0.46
18                            -0.1772 GY   1.07
18                            -0.2954 GY   1.74
18                            -0.4136 GY   2.42
18                            -0.5317 GY   3.11
STAAD SPACE                                              -- PAGE NO.    7
18                            -0.6499 GY   3.79
18                            -0.7681 GY   4.48
18                            -0.8862 GY   5.16
18                            -0.8862 GY   5.84
18                            -0.7681 GY   6.52
18                            -0.6499 GY   7.21
18                            -0.5317 GY   7.89
18                            -0.4136 GY   8.58
18                            -0.2954 GY   9.26
18                            -0.1772 GY   9.93
18                            -0.0591 GY  10.54
31                            -0.0591 GY   0.46
31                            -0.1772 GY   1.07
31                            -0.2954 GY   1.74
31                            -0.4136 GY   2.42
31                            -0.5317 GY   3.11
31                            -0.6499 GY   3.79
31                            -0.7681 GY   4.48
31                            -0.8862 GY   5.16
31    -1.3750 GY   5.50   14.50
31                            -0.8862 GY  14.84
31                            -0.7681 GY  15.52
31                            -0.6499 GY  16.21
31                            -0.5317 GY  16.89
31                            -0.4136 GY  17.58
31                            -0.2954 GY  18.26
31                            -0.1772 GY  18.93
31                            -0.0591 GY  19.54
21                            -0.0591 GY   0.46
21                            -0.1772 GY   1.07
21                            -0.2954 GY   1.74
21                            -0.4136 GY   2.42
21                            -0.5317 GY   3.11
21                            -0.6499 GY   3.79
21                            -0.7681 GY   4.48
21                            -0.8862 GY   5.16
21                            -0.8862 GY   5.84
21                            -0.7681 GY   6.52
21                            -0.6499 GY   7.21
21                            -0.5317 GY   7.89
21                            -0.4136 GY   8.58
21                            -0.2954 GY   9.26
21                            -0.1772 GY   9.93
21                            -0.0591 GY  10.54
30                            -0.8862 GY   4.84
30                            -0.7681 GY   5.52
30                            -0.6499 GY   6.21
30                            -0.5317 GY   6.89
30                            -0.4136 GY   7.58
30                            -0.2954 GY   8.26
30                            -0.1772 GY   8.93
30                            -0.0591 GY   9.54
30    -1.3750 GY   0.00    4.50
29                            -0.0591 GY   0.46
29                            -0.1772 GY   1.07
29                            -0.2954 GY   1.74
STAAD SPACE                                              -- PAGE NO.    8
29                            -0.4136 GY   2.42
29                            -0.5317 GY   3.11
29                            -0.6499 GY   3.79
29                            -0.7681 GY   4.48
29                            -0.8862 GY   5.16
29    -1.3750 GY   5.50   10.00
MEMBER LOAD - UNIT KIP  FEET
MEMBER     UDL      L1     L2      CON       L     LIN1     LIN2
22                            -0.0488 GY   0.42
22                            -0.1465 GY   0.97
22                            -0.2441 GY   1.58
22                            -0.3418 GY   2.20
22                            -0.4395 GY   2.82
22                            -0.5371 GY   3.45
22                            -0.6348 GY   4.07
22                            -0.7324 GY   4.69
22                            -0.7324 GY   5.31
22                            -0.6348 GY   5.93
22                            -0.5371 GY   6.55
22                            -0.4395 GY   7.18
22                            -0.3418 GY   7.80
22                            -0.2441 GY   8.42
22                            -0.1465 GY   9.03
22                            -0.0488 GY   9.58
34                            -0.0488 GY   0.42
34                            -0.1465 GY   0.97
34                            -0.2441 GY   1.58
34                            -0.3418 GY   2.20
34                            -0.4395 GY   2.82
34                            -0.5371 GY   3.45
34                            -0.6348 GY   4.07
34                            -0.7324 GY   4.69
34                            -0.7324 GY   5.31
34                            -0.6348 GY   5.93
34                            -0.5371 GY   6.55
34                            -0.4395 GY   7.18
34                            -0.3418 GY   7.80
34                            -0.2441 GY   8.42
34                            -0.1465 GY   9.03
34                            -0.0488 GY   9.58
24                            -0.0488 GY   0.42
24                            -0.1465 GY   0.97
24                            -0.2441 GY   1.58
24                            -0.3418 GY   2.20
24                            -0.4395 GY   2.82
24                            -0.5371 GY   3.45
24                            -0.6348 GY   4.07
24                            -0.7324 GY   4.69
24                            -0.7324 GY   5.31
24                            -0.6348 GY   5.93
24                            -0.5371 GY   6.55
24                            -0.4395 GY   7.18
STAAD SPACE                                              -- PAGE NO.    9
24                            -0.3418 GY   7.80
24                            -0.2441 GY   8.42
24                            -0.1465 GY   9.03
24                            -0.0488 GY   9.58
32                            -0.0488 GY   0.42
32                            -0.1465 GY   0.97
32                            -0.2441 GY   1.58
32                            -0.3418 GY   2.20
32                            -0.4395 GY   2.82
32                            -0.5371 GY   3.45
32                            -0.6348 GY   4.07
32                            -0.7324 GY   4.69
32                            -0.7324 GY   5.31
32                            -0.6348 GY   5.93
32                            -0.5371 GY   6.55
32                            -0.4395 GY   7.18
32                            -0.3418 GY   7.80
32                            -0.2441 GY   8.42
32                            -0.1465 GY   9.03
32                            -0.0488 GY   9.58
23                            -0.0591 GY   0.46
23                            -0.1772 GY   1.07
23                            -0.2954 GY   1.74
23                            -0.4136 GY   2.42
23                            -0.5317 GY   3.11
23                            -0.6499 GY   3.79
23                            -0.7681 GY   4.48
23                            -0.8862 GY   5.16
23                            -0.8862 GY   5.84
23                            -0.7681 GY   6.52
23                            -0.6499 GY   7.21
23                            -0.5317 GY   7.89
23                            -0.4136 GY   8.58
23                            -0.2954 GY   9.26
23                            -0.1772 GY   9.93
23                            -0.0591 GY  10.54
36                            -0.0591 GY   0.46
36                            -0.1772 GY   1.07
36                            -0.2954 GY   1.74
36                            -0.4136 GY   2.42
36                            -0.5317 GY   3.11
36                            -0.6499 GY   3.79
36                            -0.7681 GY   4.48
36                            -0.8862 GY   5.16
36    -1.3750 GY   5.50   14.50
36                            -0.8862 GY  14.84
36                            -0.7681 GY  15.52
36                            -0.6499 GY  16.21
36                            -0.5317 GY  16.89
36                            -0.4136 GY  17.58
36                            -0.2954 GY  18.26
36                            -0.1772 GY  18.93
36                            -0.0591 GY  19.54
26                            -0.0591 GY   0.46
26                            -0.1772 GY   1.07
26                            -0.2954 GY   1.74
STAAD SPACE                                              -- PAGE NO.   10
26                            -0.4136 GY   2.42
26                            -0.5317 GY   3.11
26                            -0.6499 GY   3.79
26                            -0.7681 GY   4.48
26                            -0.8862 GY   5.16
26                            -0.8862 GY   5.84
26                            -0.7681 GY   6.52
26                            -0.6499 GY   7.21
26                            -0.5317 GY   7.89
26                            -0.4136 GY   8.58
26                            -0.2954 GY   9.26
26                            -0.1772 GY   9.93
26                            -0.0591 GY  10.54
35                            -0.8862 GY   4.84
35                            -0.7681 GY   5.52
35                            -0.6499 GY   6.21
35                            -0.5317 GY   6.89
35                            -0.4136 GY   7.58
35                            -0.2954 GY   8.26
35                            -0.1772 GY   8.93
35                            -0.0591 GY   9.54
35    -1.3750 GY   0.00    4.50
34                            -0.0591 GY   0.46
34                            -0.1772 GY   1.07
34                            -0.2954 GY   1.74
34                            -0.4136 GY   2.42
34                            -0.5317 GY   3.11
34                            -0.6499 GY   3.79
34                            -0.7681 GY   4.48
34                            -0.8862 GY   5.16
34    -1.3750 GY   5.50   10.00
24                            -0.0488 GY   0.42
24                            -0.1465 GY   0.97
24                            -0.2441 GY   1.58
24                            -0.3418 GY   2.20
24                            -0.4395 GY   2.82
24                            -0.5371 GY   3.45
24                            -0.6348 GY   4.07
24                            -0.7324 GY   4.69
24                            -0.7324 GY   5.31
24                            -0.6348 GY   5.93
24                            -0.5371 GY   6.55
24                            -0.4395 GY   7.18
24                            -0.3418 GY   7.80
24                            -0.2441 GY   8.42
24                            -0.1465 GY   9.03
24                            -0.0488 GY   9.58
35                            -0.0488 GY   0.42
35                            -0.1465 GY   0.97
35                            -0.2441 GY   1.58
35                            -0.3418 GY   2.20
35                            -0.4395 GY   2.82
35                            -0.5371 GY   3.45
35                            -0.6348 GY   4.07
35                            -0.7324 GY   4.69
35                            -0.7324 GY   5.31
STAAD SPACE                                              -- PAGE NO.   11
35                            -0.6348 GY   5.93
35                            -0.5371 GY   6.55
35                            -0.4395 GY   7.18
35                            -0.3418 GY   7.80
35                            -0.2441 GY   8.42
35                            -0.1465 GY   9.03
35                            -0.0488 GY   9.58
25                            -0.0488 GY   0.42
25                            -0.1465 GY   0.97
25                            -0.2441 GY   1.58
25                            -0.3418 GY   2.20
25                            -0.4395 GY   2.82
25                            -0.5371 GY   3.45
25                            -0.6348 GY   4.07
25                            -0.7324 GY   4.69
25                            -0.7324 GY   5.31
25                            -0.6348 GY   5.93
25                            -0.5371 GY   6.55
25                            -0.4395 GY   7.18
25                            -0.3418 GY   7.80
25                            -0.2441 GY   8.42
25                            -0.1465 GY   9.03
25                            -0.0488 GY   9.58
33                            -0.0488 GY   0.42
33                            -0.1465 GY   0.97
33                            -0.2441 GY   1.58
33                            -0.3418 GY   2.20
33                            -0.4395 GY   2.82
33                            -0.5371 GY   3.45
33                            -0.6348 GY   4.07
33                            -0.7324 GY   4.69
33                            -0.7324 GY   5.31
33                            -0.6348 GY   5.93
33                            -0.5371 GY   6.55
33                            -0.4395 GY   7.18
33                            -0.3418 GY   7.80
33                            -0.2441 GY   8.42
33                            -0.1465 GY   9.03
33                            -0.0488 GY   9.58
************ END OF DATA FROM INTERNAL STORAGE ************
59. PRINT SUPPORT REACTION
SUPPORT  REACTION
STAAD SPACE                                              -- PAGE NO.   12
SUPPORT REACTIONS -UNIT KIP  FEET    STRUCTURE TYPE = SPACE
-----------------
JOINT  LOAD   FORCE-X   FORCE-Y   FORCE-Z     MOM-X     MOM-Y     MOM Z
1    1     -9.35    -16.17     -0.00      0.00     -0.01      0.00
2      0.30     15.66      0.03      0.00      0.00      0.00
2    1     -7.26      2.45      0.01      0.00     -0.00      0.00
2     -0.15     29.65      0.04      0.00      0.00      0.00
3    1     -5.57     14.22      0.00      0.00      0.00      0.00
2     -0.25     27.41      0.17      0.00     -0.00      0.00
4    1    -14.03    -19.32      0.00      0.00      0.00      0.00
2      0.74     38.48     -0.00      0.00      0.00      0.00
5    1     -6.76     18.33      0.00      0.00      0.00      0.00
2     -0.57     66.05      0.00      0.00      0.00      0.00
6    1     -9.35    -16.17      0.00      0.00      0.01      0.00
2      0.30     15.66     -0.03      0.00     -0.00      0.00
7    1     -7.26      2.45     -0.01      0.00      0.00      0.00
2     -0.15     29.65     -0.04      0.00     -0.00      0.00
8    1     -5.57     14.22     -0.00      0.00     -0.00      0.00
2     -0.25     27.41     -0.17      0.00      0.00      0.00
************** END OF LATEST ANALYSIS RESULT **************
60. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= OCT 19,2021   TIME= 17:54:58 ****
STAAD SPACE                                              -- PAGE NO.   13
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