mr sri truss (1)
TRANSCRIPT
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PAGE NO. 1
****************************************************
* *
* STAAD.Pro *
* Version 2007 Build 04 *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= MAR 12, 2013 *
* Time= 10:30:43 *
* *
* USER ID: *
****************************************************
1. STAAD TRUSS
NPUT FILE: mr sri truss.STD
2. START JOB INFORMATION
3. ENGINEER DATE 12-MAR-13
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES8. 1 0 0 0; 2 0 0.6 0; 3 12.5 0 0; 4 12.5 0.6 0; 5 1.04167 0 0; 6 2.08333 0 0
9. 7 3.125 0 0; 8 4.16667 0 0; 9 5.20833 0 0; 10 6.25 0 0; 11 7.29167 0 0
10. 12 8.33333 0 0; 13 9.375 0 0; 14 10.4167 0 0; 15 11.4583 0 0; 16 1.04167 0.6 0
11. 17 2.08333 0.6 0; 18 3.125 0.6 0; 19 4.16667 0.6 0; 20 5.20833 0.6 0
12. 21 6.25 0.6 0; 22 7.29167 0.6 0; 23 8.33333 0.6 0; 24 9.375 0.6 0
13. 25 10.4167 0.6 0; 26 11.4583 0.6 0
14. MEMBER INCIDENCES
15. 1 1 2; 2 1 5; 3 3 4; 4 2 16; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11
16. 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 3; 16 16 17; 17 17 18; 18 18 19
17. 19 19 20; 20 20 21; 21 21 22; 22 22 23; 23 23 24; 24 24 25; 25 25 26; 26 26 4
18. 27 10 21; 28 20 10; 29 9 20; 30 8 19; 31 7 18; 32 6 17; 33 5 16; 34 11 22
19. 35 12 23; 36 13 24; 37 14 25; 38 15 26; 39 9 19; 40 8 18; 41 7 17; 42 6 16
20. 43 2 5; 44 10 22; 45 11 23; 46 12 24; 47 13 25; 48 14 26; 49 15 4
21. DEFINE MATERIAL START
22. ISOTROPIC STEEL23. E 2.05E+008
24. POISSON 0.3
25. DENSITY 76.8195
26. ALPHA 1.2E-005
27. DAMP 0.03
28. END DEFINE MATERIAL
29. MEMBER PROPERTY BRITISH
30. 2 4 TO 26 TABLE ST TUB1001004.0
31. 1 3 27 TO 49 TABLE ST TUB50503.2
32. CONSTANTS
33. MATERIAL STEEL ALL
34. SUPPORTS
35. 3 PINNED
36. 1 FIXED BUT FX FZ MX MY MZ37. LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1
38. MEMBER LOAD
39. 16 TO 26 CON GY -11 0 0
40. 4 CON GY -5.5 0 0
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STAAD TRUSS -- PAGE NO. 2
41. 26 CON GY -5.5 1.04167
42. PERFORM ANALYSIS PRINT ALL
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 26/ 49/ 2
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 22/ 3/ 8 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 49
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.1/ 158490.8 MB
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LOADING 1 LOADTYPE NONE TITLE LOAD CASE 1
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
16 -11.0000 GY 0.00
17 -11.0000 GY 0.00
18 -11.0000 GY 0.00
19 -11.0000 GY 0.00
20 -11.0000 GY 0.00
21 -11.0000 GY 0.00
22 -11.0000 GY 0.00
23 -11.0000 GY 0.00
24 -11.0000 GY 0.00
25 -11.0000 GY 0.00
26 -11.0000 GY 0.00
4 -5.5000 GY 0.00
26 -5.5000 GY 1.04
OR LOADING - 1
PPLIED JOINT EQUIVALENT LOADS
JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z
2 0.00000E+00-5.49999E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
4 0.00000E+00-5.49987E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
16 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
17 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
18 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
19 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
20 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
21 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
22 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
23 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
24 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+0025 0.00000E+00-1.10000E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
26 0.00000E+00-1.10002E+01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1
LOADTYPE NONE TITLE LOAD CASE 1
CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)
X = 0.625000139E+01
Y = 0.599999997E+00
Z = 0.000000000E+00
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***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -132.00
SUMMATION FORCE-Z = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.00 MY= 0.00 MZ= -825.00
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 132.00
SUMMATION FORCE-Z = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.00 MY= 0.00 MZ= 825.00
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)
MAXIMUMS AT NODE
X = -9.12933E-01 4
Y = -6.94515E+00 21
Z = 0.00000E+00 0RX= 0.00000E+00 0
RY= 0.00000E+00 0
RZ= 0.00000E+00 0
EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN METE )-
JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/
INT FX INT FY INT FZ INT MX INT MY INT MZ
SUPPORT=1
1 0.00 0.00 0.00 0.00 0.00 0.00
0.00 -66.00 0.00 0.00 0.00 0.00 011111
3 0.00 0.00 0.00 0.00 0.00 0.00
0.00 -66.00 0.00 0.00 0.00 0.00 111111
************ END OF DATA FROM INTERNAL STORAGE ************
43. PRINT MEMBER FORCES LIST 2
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MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 1 1 0.00 0.00 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
44. PRINT MEMBER FORCES LIST 2
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MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 1 1 0.00 0.00 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
45. PRINT JOINT DISPLACEMENTS ALL
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JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = TRUSS
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
1 1 -0.7980 0.0000 0.0000 0.0000 0.0000 0.00002 1 0.1149 -0.0329 0.0000 0.0000 0.0000 0.0000
3 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4 1 -0.9129 -0.0329 0.0000 0.0000 0.0000 0.0000
5 1 -0.7980 -1.8600 0.0000 0.0000 0.0000 0.0000
6 1 -0.7629 -3.5513 0.0000 0.0000 0.0000 0.0000
7 1 -0.6991 -4.9714 0.0000 0.0000 0.0000 0.0000
8 1 -0.6129 -6.0428 0.0000 0.0000 0.0000 0.0000
9 1 -0.5107 -6.7099 0.0000 0.0000 0.0000 0.0000
10 1 -0.3990 -6.9397 0.0000 0.0000 0.0000 0.0000
11 1 -0.2873 -6.7099 0.0000 0.0000 0.0000 0.0000
12 1 -0.1851 -6.0428 0.0000 0.0000 0.0000 0.0000
13 1 -0.0990 -4.9714 0.0000 0.0000 0.0000 0.0000
14 1 -0.0351 -3.5512 0.0000 0.0000 0.0000 0.0000
15 1 0.0000 -1.8601 0.0000 0.0000 0.0000 0.000016 1 0.0798 -1.8901 0.0000 0.0000 0.0000 0.0000
17 1 0.0160 -3.5759 0.0000 0.0000 0.0000 0.0000
18 1 -0.0702 -4.9906 0.0000 0.0000 0.0000 0.0000
19 1 -0.1724 -6.0565 0.0000 0.0000 0.0000 0.0000
20 1 -0.2841 -6.7182 0.0000 0.0000 0.0000 0.0000
21 1 -0.3990 -6.9452 0.0000 0.0000 0.0000 0.0000
22 1 -0.5139 -6.7182 0.0000 0.0000 0.0000 0.0000
23 1 -0.6256 -6.0565 0.0000 0.0000 0.0000 0.0000
24 1 -0.7278 -4.9906 0.0000 0.0000 0.0000 0.0000
25 1 -0.8140 -3.5759 0.0000 0.0000 0.0000 0.0000
26 1 -0.8778 -1.8902 0.0000 0.0000 0.0000 0.0000
************** END OF LATEST ANALYSIS RESULT **************
46. PRINT SUPPORT REACTION ALL
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SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = TRUSS
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
3 1 0.00 66.00 0.00 0.00 0.00 0.001 1 0.00 66.00 0.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
47. PERFORM ANALYSIS
48. PRINT MEMBER FORCES LIST 1 3 27 TO 49
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MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 66.00 0.00 0.00 0.00 0.00 0.00
2 -66.00 0.00 0.00 0.00 0.00 0.00
3 1 3 66.00 0.00 0.00 0.00 0.00 0.00
4 -66.00 0.00 0.00 0.00 0.00 0.00
27 1 10 11.00 0.00 0.00 0.00 0.00 0.00
21 -11.00 0.00 0.00 0.00 0.00 0.00
28 1 20 -11.02 0.00 0.00 0.00 0.00 0.00
10 11.02 0.00 0.00 0.00 0.00 0.00
29 1 9 16.50 0.00 0.00 0.00 0.00 0.0020 -16.50 0.00 0.00 0.00 0.00 0.00
30 1 8 27.50 0.00 0.00 0.00 0.00 0.00
19 -27.50 0.00 0.00 0.00 0.00 0.00
31 1 7 38.50 0.00 0.00 0.00 0.00 0.00
18 -38.50 0.00 0.00 0.00 0.00 0.00
32 1 6 49.50 0.00 0.00 0.00 0.00 0.00
17 -49.50 0.00 0.00 0.00 0.00 0.00
33 1 5 60.50 0.00 0.00 0.00 0.00 0.00
16 -60.50 0.00 0.00 0.00 0.00 0.00
34 1 11 16.50 0.00 0.00 0.00 0.00 0.0022 -16.50 0.00 0.00 0.00 0.00 0.00
35 1 12 27.50 0.00 0.00 0.00 0.00 0.00
23 -27.50 0.00 0.00 0.00 0.00 0.00
36 1 13 38.50 0.00 0.00 0.00 0.00 0.00
24 -38.50 0.00 0.00 0.00 0.00 0.00
37 1 14 49.50 0.00 0.00 0.00 0.00 0.00
25 -49.50 0.00 0.00 0.00 0.00 0.00
38 1 15 60.50 0.00 0.00 0.00 0.00 0.00
26 -60.50 0.00 0.00 0.00 0.00 0.00
39 1 9 -33.06 0.00 0.00 0.00 0.00 0.00
19 33.06 0.00 0.00 0.00 0.00 0.00
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STAAD TRUSS -- PAGE NO. 10
MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
40 1 8 -55.10 0.00 0.00 0.00 0.00 0.00
18 55.10 0.00 0.00 0.00 0.00 0.00
41 1 7 -77.14 0.00 0.00 0.00 0.00 0.00
17 77.14 0.00 0.00 0.00 0.00 0.00
42 1 6 -99.17 0.00 0.00 0.00 0.00 0.00
16 99.17 0.00 0.00 0.00 0.00 0.00
43 1 2 -121.21 0.00 0.00 0.00 0.00 0.00
5 121.21 0.00 0.00 0.00 0.00 0.00
44 1 10 -11.02 0.00 0.00 0.00 0.00 0.0022 11.02 0.00 0.00 0.00 0.00 0.00
45 1 11 -33.06 0.00 0.00 0.00 0.00 0.00
23 33.06 0.00 0.00 0.00 0.00 0.00
46 1 12 -55.10 0.00 0.00 0.00 0.00 0.00
24 55.10 0.00 0.00 0.00 0.00 0.00
47 1 13 -77.14 0.00 0.00 0.00 0.00 0.00
25 77.14 0.00 0.00 0.00 0.00 0.00
48 1 14 -99.17 0.00 0.00 0.00 0.00 0.00
26 99.17 0.00 0.00 0.00 0.00 0.00
49 1 15 -121.22 0.00 0.00 0.00 0.00 0.004 121.22 0.00 0.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
49. PRINT JOINT DISPLACEMENTS ALL
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STAAD TRUSS -- PAGE NO. 11
JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = TRUSS
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
1 1 -0.7980 0.0000 0.0000 0.0000 0.0000 0.00002 1 0.1149 -0.0329 0.0000 0.0000 0.0000 0.0000
3 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4 1 -0.9129 -0.0329 0.0000 0.0000 0.0000 0.0000
5 1 -0.7980 -1.8600 0.0000 0.0000 0.0000 0.0000
6 1 -0.7629 -3.5513 0.0000 0.0000 0.0000 0.0000
7 1 -0.6991 -4.9714 0.0000 0.0000 0.0000 0.0000
8 1 -0.6129 -6.0428 0.0000 0.0000 0.0000 0.0000
9 1 -0.5107 -6.7099 0.0000 0.0000 0.0000 0.0000
10 1 -0.3990 -6.9397 0.0000 0.0000 0.0000 0.0000
11 1 -0.2873 -6.7099 0.0000 0.0000 0.0000 0.0000
12 1 -0.1851 -6.0428 0.0000 0.0000 0.0000 0.0000
13 1 -0.0990 -4.9714 0.0000 0.0000 0.0000 0.0000
14 1 -0.0351 -3.5512 0.0000 0.0000 0.0000 0.0000
15 1 0.0000 -1.8601 0.0000 0.0000 0.0000 0.000016 1 0.0798 -1.8901 0.0000 0.0000 0.0000 0.0000
17 1 0.0160 -3.5759 0.0000 0.0000 0.0000 0.0000
18 1 -0.0702 -4.9906 0.0000 0.0000 0.0000 0.0000
19 1 -0.1724 -6.0565 0.0000 0.0000 0.0000 0.0000
20 1 -0.2841 -6.7182 0.0000 0.0000 0.0000 0.0000
21 1 -0.3990 -6.9452 0.0000 0.0000 0.0000 0.0000
22 1 -0.5139 -6.7182 0.0000 0.0000 0.0000 0.0000
23 1 -0.6256 -6.0565 0.0000 0.0000 0.0000 0.0000
24 1 -0.7278 -4.9906 0.0000 0.0000 0.0000 0.0000
25 1 -0.8140 -3.5759 0.0000 0.0000 0.0000 0.0000
26 1 -0.8778 -1.8902 0.0000 0.0000 0.0000 0.0000
************** END OF LATEST ANALYSIS RESULT **************
50. PRINT SUPPORT REACTION ALL
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STAAD TRUSS -- PAGE NO. 12
SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = TRUSS
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
3 1 0.00 66.00 0.00 0.00 0.00 0.001 1 0.00 66.00 0.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
51. LOAD LIST 1
52. PARAMETER 1
53. CODE BS5950
54. RATIO 1 ALL
55. TRACK 1 ALL
56. CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI )
***********************
PROGRAM CODE REVISION V2.12_5950-1_2000
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STAAD TRUSS -- PAGE NO. 13
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
1 ST TUB50503.2 PASS BS-4.7 (C) 0.422 1
66.00 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 1 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.41 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
2 ST TUB1001004.0 PASS BS-4.7 (C) 0.000 1
0.00 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 2 UNIT - kN,m SECTION CLASS 0 |
|MCZ= 0.0 MCY= 0.0 PC= 696.1 PT= 0.0 MB= 0.0 PV= 0.0|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 || PZ= 719.28 FX/PZ = 0.41 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
3 ST TUB50503.2 PASS BS-4.7 (C) 0.422 1
66.00 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 3 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.41 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
4 ST TUB1001004.0 PASS BS-4.7 (C) 0.257 1
105.04 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 4 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
5 ST TUB1001004.0 PASS BS-4.6 (T) 0.251 1
105.04 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 5 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 1821.1 PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 1859.36 FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
6 ST TUB1001004.0 PASS BS-4.6 (T) 0.457 1
190.97 T 0.00 0.00 0.00
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STAAD TRUSS -- PAGE NO. 14
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 6 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 8100.7 PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 8270.83 FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
7 ST TUB1001004.0 PASS BS-4.6 (T) 0.617 1
257.81 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 7 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 36033.7 PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 36790.49 FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|8 ST TUB1001004.0 PASS BS-4.6 (T) 0.731 1
305.56 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 8 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=160285.7 PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=163652.25 FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
9 ST TUB1001004.0 PASS BS-4.6 (T) 0.800 1
334.20 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 9 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=712986.2 PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=727961.50 FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 ||---------------------------------------------------------------------|
10 ST TUB1001004.0 PASS BS-4.6 (T) 0.800 1
334.20 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 10 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
11 ST TUB1001004.0 PASS BS-4.6 (T) 0.731 1
305.56 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 11 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
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STAAD TRUSS -- PAGE NO. 15
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
12 ST TUB1001004.0 PASS BS-4.6 (T) 0.617 1
257.81 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 12 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
13 ST TUB1001004.0 PASS BS-4.6 (T) 0.457 1
190.97 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 13 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 || PZ=********* FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
14 ST TUB1001004.0 PASS BS-4.6 (T) 0.251 1
105.04 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 14 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 418.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
15 ST TUB1001004.0 PASS BS-4.7 (C) 0.000 1
0.00 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 15 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.00 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
16 ST TUB1001004.0 PASS BS-4.7 (C) 0.466 1
190.97 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 16 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.46 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
17 ST TUB1001004.0 PASS BS-4.7 (C) 0.630 1
257.81 C 0.00 0.00 0.00
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STAAD TRUSS -- PAGE NO. 16
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 17 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.62 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
18 ST TUB1001004.0 PASS BS-4.7 (C) 0.746 1
305.56 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 18 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.73 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|19 ST TUB1001004.0 PASS BS-4.7 (C) 0.816 1
334.20 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 19 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.80 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
20 ST TUB1001004.0 PASS BS-4.7 (C) 0.840 1
343.75 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 20 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.82 MRZ= 0.0 MRY= 0.0 ||---------------------------------------------------------------------|
21 ST TUB1001004.0 PASS BS-4.7 (C) 0.840 1
343.75 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 21 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.82 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
22 ST TUB1001004.0 PASS BS-4.7 (C) 0.816 1
334.20 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 22 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.80 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
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STAAD TRUSS -- PAGE NO. 17
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
23 ST TUB1001004.0 PASS BS-4.7 (C) 0.746 1
305.56 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 23 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.73 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
24 ST TUB1001004.0 PASS BS-4.7 (C) 0.630 1
257.81 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 24 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 || PZ= 418.00 FX/PZ = 0.62 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
25 ST TUB1001004.0 PASS BS-4.7 (C) 0.466 1
190.97 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 25 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.46 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
26 ST TUB1001004.0 PASS BS-4.7 (C) 0.257 1
105.04 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 26 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 409.4 PT= 0.0 MB= 15.0 PV= 125.4|| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 418.00 FX/PZ = 0.25 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
27 ST TUB50503.2 PASS BS-4.7 (C) 0.070 1
11.00 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 27 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.07 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
28 ST TUB50503.2 PASS BS-4.6 (T) 0.068 1
11.02 T 0.00 0.00 0.00
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STAAD TRUSS -- PAGE NO. 18
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 28 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 696.1 PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 719.28 FX/PZ = 0.07 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
29 ST TUB50503.2 PASS BS-4.7 (C) 0.105 1
16.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 29 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.10 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|30 ST TUB50503.2 PASS BS-4.7 (C) 0.176 1
27.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 30 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.17 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
31 ST TUB50503.2 PASS BS-4.7 (C) 0.246 1
38.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 31 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.24 MRZ= 0.0 MRY= 0.0 ||---------------------------------------------------------------------|
32 ST TUB50503.2 PASS BS-4.7 (C) 0.316 1
49.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 32 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.31 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
33 ST TUB50503.2 PASS BS-4.7 (C) 0.387 1
60.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 33 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
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Tuesday, March 12, 2013, 10:5
STAAD TRUSS -- PAGE NO. 19
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
34 ST TUB50503.2 PASS BS-4.7 (C) 0.105 1
16.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 34 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.10 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
35 ST TUB50503.2 PASS BS-4.7 (C) 0.176 1
27.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 35 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 || PZ= 161.70 FX/PZ = 0.17 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
36 ST TUB50503.2 PASS BS-4.7 (C) 0.246 1
38.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 36 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.24 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
37 ST TUB50503.2 PASS BS-4.7 (C) 0.316 1
49.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 37 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.31 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
38 ST TUB50503.2 PASS BS-4.7 (C) 0.387 1
60.50 C 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 38 UNIT - kN,m SECTION CLASS 3 |
|MCZ= 0.0 MCY= 0.0 PC= 156.5 PT= 0.0 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 161.70 FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
39 ST TUB50503.2 PASS BS-4.6 (T) 0.204 1
33.06 T 0.00 0.00 0.00
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Tuesday, March 12, 2013, 10:5
STAAD TRUSS -- PAGE NO. 20
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 39 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 696.1 PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 719.28 FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
40 ST TUB50503.2 PASS BS-4.6 (T) 0.341 1
55.10 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 40 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 3096.5 PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 3199.51 FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|41 ST TUB50503.2 PASS BS-4.6 (T) 0.477 1
77.14 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 41 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 13774.0 PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 14232.11 FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
42 ST TUB50503.2 PASS BS-4.6 (T) 0.613 1
99.17 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 42 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC= 61270.0 PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ= 63307.59 FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 ||---------------------------------------------------------------------|
43 ST TUB50503.2 PASS BS-4.6 (T) 0.750 1
121.21 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 43 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=272542.5 PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=281606.19 FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
44 ST TUB50503.2 PASS BS-4.6 (T) 0.068 1
11.02 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 44 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
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Tuesday, March 12, 2013, 10:5
STAAD TRUSS -- PAGE NO. 21
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
45 ST TUB50503.2 PASS BS-4.6 (T) 0.204 1
33.06 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 45 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
46 ST TUB50503.2 PASS BS-4.6 (T) 0.341 1
55.10 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 46 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 || PZ=********* FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
47 ST TUB50503.2 PASS BS-4.6 (T) 0.477 1
77.14 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 47 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
48 ST TUB50503.2 PASS BS-4.6 (T) 0.613 1
99.17 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 48 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 161.7 MB= 2.8 PV= 48.5|| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
49 ST TUB50503.2 PASS BS-4.6 (T) 0.750 1
121.22 T 0.00 0.00 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 49 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 0.0 MCY= 0.0 PC=******** PT= 161.7 MB= 2.8 PV= 48.5|
| BUCKLING CO-EFFICIENTS mLT = 0.00, mx = 0.00, my = 0.00, myx = 0.00 |
| PZ=********* FX/PZ = 0.37 MRZ= 0.0 MRY= 0.0 |
|---------------------------------------------------------------------|
************** END OF TABULATED RESULT OF DESIGN **************
57. PERFORM ANALYSIS
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58. PERFORM ANALYSIS
**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.
59. PRINT MEMBER FORCES ALL
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MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 66.00 0.00 0.00 0.00 0.00 0.00
2 -66.00 0.00 0.00 0.00 0.00 0.00
2 1 1 0.00 0.00 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00 0.00 0.00
3 1 3 66.00 0.00 0.00 0.00 0.00 0.00
4 -66.00 0.00 0.00 0.00 0.00 0.00
4 1 2 105.04 5.50 0.00 0.00 0.00 0.00
16 -105.04 0.00 0.00 0.00 0.00 0.00
5 1 5 -105.04 0.00 0.00 0.00 0.00 0.006 105.04 0.00 0.00 0.00 0.00 0.00
6 1 6 -190.97 0.00 0.00 0.00 0.00 0.00
7 190.97 0.00 0.00 0.00 0.00 0.00
7 1 7 -257.81 0.00 0.00 0.00 0.00 0.00
8 257.81 0.00 0.00 0.00 0.00 0.00
8 1 8 -305.56 0.00 0.00 0.00 0.00 0.00
9 305.56 0.00 0.00 0.00 0.00 0.00
9 1 9 -334.20 0.00 0.00 0.00 0.00 0.00
10 334.20 0.00 0.00 0.00 0.00 0.00
10 1 10 -334.20 0.00 0.00 0.00 0.00 0.0011 334.20 0.00 0.00 0.00 0.00 0.00
11 1 11 -305.56 0.00 0.00 0.00 0.00 0.00
12 305.56 0.00 0.00 0.00 0.00 0.00
12 1 12 -257.81 0.00 0.00 0.00 0.00 0.00
13 257.81 0.00 0.00 0.00 0.00 0.00
13 1 13 -190.97 0.00 0.00 0.00 0.00 0.00
14 190.97 0.00 0.00 0.00 0.00 0.00
14 1 14 -105.04 0.00 0.00 0.00 0.00 0.00
15 105.04 0.00 0.00 0.00 0.00 0.00
15 1 15 0.00 0.00 0.00 0.00 0.00 0.00
3 0.00 0.00 0.00 0.00 0.00 0.00
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MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
16 1 16 190.97 11.00 0.00 0.00 0.00 0.00
17 -190.97 0.00 0.00 0.00 0.00 0.00
17 1 17 257.81 11.00 0.00 0.00 0.00 0.00
18 -257.81 0.00 0.00 0.00 0.00 0.00
18 1 18 305.56 11.00 0.00 0.00 0.00 0.00
19 -305.56 0.00 0.00 0.00 0.00 0.00
19 1 19 334.20 11.00 0.00 0.00 0.00 0.00
20 -334.20 0.00 0.00 0.00 0.00 0.00
20 1 20 343.75 11.00 0.00 0.00 0.00 0.0021 -343.75 0.00 0.00 0.00 0.00 0.00
21 1 21 343.75 11.00 0.00 0.00 0.00 0.00
22 -343.75 0.00 0.00 0.00 0.00 0.00
22 1 22 334.20 11.00 0.00 0.00 0.00 0.00
23 -334.20 0.00 0.00 0.00 0.00 0.00
23 1 23 305.56 11.00 0.00 0.00 0.00 0.00
24 -305.56 0.00 0.00 0.00 0.00 0.00
24 1 24 257.81 11.00 0.00 0.00 0.00 0.00
25 -257.81 0.00 0.00 0.00 0.00 0.00
25 1 25 190.97 11.00 0.00 0.00 0.00 0.0026 -190.97 0.00 0.00 0.00 0.00 0.00
26 1 26 105.04 11.00 0.00 0.00 0.00 0.00
4 -105.04 5.50 0.00 0.00 0.00 0.00
27 1 10 11.00 0.00 0.00 0.00 0.00 0.00
21 -11.00 0.00 0.00 0.00 0.00 0.00
28 1 20 -11.02 0.00 0.00 0.00 0.00 0.00
10 11.02 0.00 0.00 0.00 0.00 0.00
29 1 9 16.50 0.00 0.00 0.00 0.00 0.00
20 -16.50 0.00 0.00 0.00 0.00 0.00
30 1 8 27.50 0.00 0.00 0.00 0.00 0.00
19 -27.50 0.00 0.00 0.00 0.00 0.00
31 1 7 38.50 0.00 0.00 0.00 0.00 0.00
18 -38.50 0.00 0.00 0.00 0.00 0.00
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MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
32 1 6 49.50 0.00 0.00 0.00 0.00 0.00
17 -49.50 0.00 0.00 0.00 0.00 0.00
33 1 5 60.50 0.00 0.00 0.00 0.00 0.00
16 -60.50 0.00 0.00 0.00 0.00 0.00
34 1 11 16.50 0.00 0.00 0.00 0.00 0.00
22 -16.50 0.00 0.00 0.00 0.00 0.00
35 1 12 27.50 0.00 0.00 0.00 0.00 0.00
23 -27.50 0.00 0.00 0.00 0.00 0.00
36 1 13 38.50 0.00 0.00 0.00 0.00 0.0024 -38.50 0.00 0.00 0.00 0.00 0.00
37 1 14 49.50 0.00 0.00 0.00 0.00 0.00
25 -49.50 0.00 0.00 0.00 0.00 0.00
38 1 15 60.50 0.00 0.00 0.00 0.00 0.00
26 -60.50 0.00 0.00 0.00 0.00 0.00
39 1 9 -33.06 0.00 0.00 0.00 0.00 0.00
19 33.06 0.00 0.00 0.00 0.00 0.00
40 1 8 -55.10 0.00 0.00 0.00 0.00 0.00
18 55.10 0.00 0.00 0.00 0.00 0.00
41 1 7 -77.14 0.00 0.00 0.00 0.00 0.0017 77.14 0.00 0.00 0.00 0.00 0.00
42 1 6 -99.17 0.00 0.00 0.00 0.00 0.00
16 99.17 0.00 0.00 0.00 0.00 0.00
43 1 2 -121.21 0.00 0.00 0.00 0.00 0.00
5 121.21 0.00 0.00 0.00 0.00 0.00
44 1 10 -11.02 0.00 0.00 0.00 0.00 0.00
22 11.02 0.00 0.00 0.00 0.00 0.00
45 1 11 -33.06 0.00 0.00 0.00 0.00 0.00
23 33.06 0.00 0.00 0.00 0.00 0.00
46 1 12 -55.10 0.00 0.00 0.00 0.00 0.00
24 55.10 0.00 0.00 0.00 0.00 0.00
47 1 13 -77.14 0.00 0.00 0.00 0.00 0.00
25 77.14 0.00 0.00 0.00 0.00 0.00
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MEMBER END FORCES STRUCTURE TYPE = TRUSS
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
48 1 14 -99.17 0.00 0.00 0.00 0.00 0.00
26 99.17 0.00 0.00 0.00 0.00 0.00
49 1 15 -121.22 0.00 0.00 0.00 0.00 0.00
4 121.22 0.00 0.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
60. PRINT JOINT DISPLACEMENTS ALL
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JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = TRUSS
------------------
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN
1 1 -0.7980 0.0000 0.0000 0.0000 0.0000 0.00002 1 0.1149 -0.0329 0.0000 0.0000 0.0000 0.0000
3 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4 1 -0.9129 -0.0329 0.0000 0.0000 0.0000 0.0000
5 1 -0.7980 -1.8600 0.0000 0.0000 0.0000 0.0000
6 1 -0.7629 -3.5513 0.0000 0.0000 0.0000 0.0000
7 1 -0.6991 -4.9714 0.0000 0.0000 0.0000 0.0000
8 1 -0.6129 -6.0428 0.0000 0.0000 0.0000 0.0000
9 1 -0.5107 -6.7099 0.0000 0.0000 0.0000 0.0000
10 1 -0.3990 -6.9397 0.0000 0.0000 0.0000 0.0000
11 1 -0.2873 -6.7099 0.0000 0.0000 0.0000 0.0000
12 1 -0.1851 -6.0428 0.0000 0.0000 0.0000 0.0000
13 1 -0.0990 -4.9714 0.0000 0.0000 0.0000 0.0000
14 1 -0.0351 -3.5512 0.0000 0.0000 0.0000 0.0000
15 1 0.0000 -1.8601 0.0000 0.0000 0.0000 0.000016 1 0.0798 -1.8901 0.0000 0.0000 0.0000 0.0000
17 1 0.0160 -3.5759 0.0000 0.0000 0.0000 0.0000
18 1 -0.0702 -4.9906 0.0000 0.0000 0.0000 0.0000
19 1 -0.1724 -6.0565 0.0000 0.0000 0.0000 0.0000
20 1 -0.2841 -6.7182 0.0000 0.0000 0.0000 0.0000
21 1 -0.3990 -6.9452 0.0000 0.0000 0.0000 0.0000
22 1 -0.5139 -6.7182 0.0000 0.0000 0.0000 0.0000
23 1 -0.6256 -6.0565 0.0000 0.0000 0.0000 0.0000
24 1 -0.7278 -4.9906 0.0000 0.0000 0.0000 0.0000
25 1 -0.8140 -3.5759 0.0000 0.0000 0.0000 0.0000
26 1 -0.8778 -1.8902 0.0000 0.0000 0.0000 0.0000
************** END OF LATEST ANALYSIS RESULT **************
61. PRINT SUPPORT REACTION ALL
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SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = TRUSS
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
3 1 0.00 66.00 0.00 0.00 0.00 0.001 1 0.00 66.00 0.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
62. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= MAR 12,2013 TIME= 10:30:47 ****
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************************************************************
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* Research Engineers Offices at the following locations *
* *
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