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Section 5
5-229
2 1.0 3 1.0
PERFORM ANALYSIS
LOAD LIST ALL
PRINT SUPPORT REACTION
FINISH
Output: -
1. STAAD SPACE EXAMPLE PROBLEM FOR CANADIAN NRC LOADING
3. UNIT METER KN
4. JOINT COORDINATES
5. 1 0 0 0 4 10.5 0 0
6. REPEAT 3 0 0 3.5
7. REPEAT ALL 3 0 3.5 0
9. MEMBER INCIDENCES
10. 101 17 18 103
11. 104 21 22 106
12. 107 25 26 109
13. 110 29 30 112
14. REPEAT ALL 2 12 16
15. 201 17 21 204
16. 205 21 25 208
17. 209 25 29 212
18. REPEAT ALL 2 12 16
19. 301 1 17 348
21. MEMBER PROPERTY CANADIAN
22. 101 TO 136 201 TO 236 PRIS YD 0.4 ZD 0.3
23. 301 TO 348 TABLE ST W460X52
25. DEFINE MATERIAL START
26. ISOTROPIC CONCRETE
27. E 2.17184E+007
28. POISSON 0.17
29. DENSITY 23.5615
30. ALPHA 5.5E-006
31. DAMP 0.05
32. ISOTROPIC STEEL
33. E 1.99947E+008
34. POISSON 0.3
35. DENSITY 76.8191
36. ALPHA 6.5E-006
37. DAMP 0.03
38. END DEFINE MATERIAL
40. CONSTANTS
41. MATERIAL CONCRETE MEMB 101 TO 136 201 TO 236
42. MATERIAL STEEL MEMB 301 TO 348
44. SUPPORTS
45. 1 TO 16 FIXED
47. DEFINE NRC LOAD
48. V 0.2 ZA 4 ZV 4 RX 4 RZ 4 I 1.3 F 1.3 CT 0.35 PX 2
49. SELFWEIGHT
50. JOINT WEIGHT
51. 17 TO 48 WEIGHT 7
52. 49 TO 64 WEIGHT 3.5
54. LOAD 1 EARTHQUAKE ALONG X
55. NRC LOAD X 1.0
56. PDELTA ANALYSIS PRINT LOAD DATA