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.
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
DEFINE WIND LOAD
TYPE 1
INTENSITY 0.1 0.15 HEIGHT 12 24
EXPOSURE 0.90 YRANGE 11 13
EXPOSURE 0.85 JOINT 17 20 22
When a structure has to be analyzed for wind loading, the engineer is confronted with the task of first converting an abstract quantity like wind velocity or wind pressure into concentrated loads at joints, distributed loads on members, or pressure loads on plates. The large number of calculations involved in this conversion can be avoided by making use of STAAD’s wind load generation utility. This utility takes wind pressure at various heights as the input, and converts them to values that can then be used as concentrated forces known as joint loads in specific load cases. The input specification is done in two stages. The first stage is initiated above through the DEFINE WIND LOAD command. The basic parameters of the WIND loading are specified here. All values need to be provided in the current UNIT system. Each wind category is identified with a TYPE number (an identification mark) which is used later to specify load cases.
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
FLOOR LOAD
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
YRANGE 23.9 24.1 FLOAD -0.25
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
DEFINE WIND LOAD
TYPE 1
INTENSITY 0.1 0.15 HEIGHT 12 24
EXPOSURE 0.90 YRANGE 11 13
EXPOSURE 0.85 JOINT 17 20 22
LOAD 1 WIND LOAD IN X-DIRECTION
WIND LOAD X 1.2 TYPE 1
LOAD 2 FLOOR LOAD @ Y = 12ft AND 24ft
FLOOR LOAD
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
YRANGE 23.9 24.1 FLOAD -0.25
PERFORM ANALYSIS PRINT LOAD DATA
PRINT SUPPORT REACTION
FINISH
STAAD Output File
PAGE NO. 1 **************************************************** * * * STAAD.Pro CONNECT Edition * * Version 22.12.00.*** * * Proprietary Program of * * Bentley Systems, Inc. * * Date= OCT 27, 2022 * * Time= 15: 9: 7 * * * * Licensed to: Bentley Systems Inc * **************************************************** 1. STAAD SPACE 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 46. DEFINE WIND LOAD *** 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 51. LOAD 1 WIND LOAD IN X-DIRECTION 52. WIND LOAD X 1.2 TYPE 1 53. LOAD 2 FLOOR LOAD @ Y = 12FT AND 24FT 54. FLOOR LOAD 55. YRANGE 11.9 12.1 FLOAD -0.45 XRANGE 0.0 10.0 ZRANGE 0.0 20.0 **NOTE** about Floor/OneWay Loads/Weights. 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 LOADING 1 WIND LOAD IN X-DIRECTION ----------- 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 LOADING 2 FLOOR LOAD @ Y = 12FT AND 24FT ----------- 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 27,2022 TIME= 15: 9: 7 **** STAAD SPACE -- PAGE NO. 13 ************************************************************ * 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 * ************************************************************