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Friday, December 24, 2010, 04:09 PM
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* *
* STAAD.Pro *
* Version 2004 Bld 1001.INDIA *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= DEC 24, 2010 *
* Time= 14:28:32 *
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* USER ID: Snow Panther [LZ0] *
****************************************************
INPUT FILE: MONORAIL-chiller-R0.STD
1. STAAD SPACE TABREED MONORAIL SUPPORT BEAM CALCULATION
2. START JOB INFORMATION
3. JOB NAME MONO RAIL ANALYSIS FOR CHILLER
4. ENGINEER DATE 25-DEC-10
5. END JOB INFORMATION
6. INPUT WIDTH 79
7. UNIT METER KN
8. JOINT COORDINATES
9. 1 0 0 0; 2 1.58 0 0; 3 4.74 0 0; 5 3.16 0 0; 6 0 0.5 0; 9 1.58 0.5 0
10. 12 3.16 0.5 0; 15 4.74 0.5 0
11. MEMBER INCIDENCES
12. 1 1 2; 2 2 5; 4 5 3; 5 1 6; 8 2 9; 11 5 12; 14 3 15
13. DEFINE MATERIAL START
14. ISOTROPIC STEEL
15. E 2.05E+008
16. POISSON 0.3
17. DENSITY 76.8195
18. ALPHA 1.2E-005
19. DAMP 0.03
20. END DEFINE MATERIAL
21. CONSTANTS
22. MATERIAL STEEL MEMB 1 2 4 5 8 11 14
23. MEMBER PROPERTY BRITISH
24. 1 2 4 5 8 11 14 TABLE ST UC152X152X30
25. SUPPORTS
26. 6 9 12 15 FIXED BUT MY
27. DEFINE MOVING LOAD
28. TYPE 1 LOAD -120
29. DIST
30. LOAD 1 ULTIMATE DL
31. SELFWEIGHT Y -1.4
32. LOAD GENERATION 14 ADD LOAD 1
33. TYPE 1 0 0 0 XINC 0.35
34. PERFORM ANALYSIS PRINT LOAD DATA
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 2
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 8/ 7/ 4
ORIGINAL/FINAL BAND-WIDTH= 5/ 5/ 25 DOF
TOTAL PRIMARY LOAD CASES = 15, TOTAL DEGREES OF FREEDOM = 28
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.0/ 64322.8 MB, EXMEM = 869.9 MB
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 3
LOADING 1 ULTIMATE DL
-----------
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 2
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
1 -120.000 GY 0.00
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 3
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
1 -120.000 GY 0.35
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 4
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
1 -120.000 GY 0.70
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 4
LOADING 5
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
1 -120.000 GY 1.05
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 6
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
1 -120.000 GY 1.40
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 7
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
2 -120.000 GY 0.17
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 8
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
2 -120.000 GY 0.52
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 5
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 9
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
2 -120.000 GY 0.87
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 10
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
2 -120.000 GY 1.22
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 11
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
2 -120.000 GY 1.57
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 12
-----------
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 6
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
4 -120.000 GY 0.34
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 13
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
4 -120.000 GY 0.69
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 14
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
4 -120.000 GY 1.04
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
LOADING 15
-----------
MEMBER LOAD - UNIT KN METE
MEMBER UDL L1 L2 CON L LIN1 LIN2
4 -120.000 GY 1.39
SELFWEIGHT Y -1.400
ACTUAL WEIGHT OF THE STRUCTURE = 1.983 KN
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 7
************ END OF DATA FROM INTERNAL STORAGE ************
35. PRINT MEMBER FORCES
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 8
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 -0.09 0.30 0.00 0.00 0.00 0.05
2 0.09 0.35 0.00 0.00 0.00 -0.10
2 1 0.19 119.93 0.00 0.00 0.00 -0.20
2 -0.19 0.72 0.00 0.00 0.00 -0.40
3 1 -24.39 97.81 0.00 0.00 0.00 15.77
2 24.39 22.84 0.00 0.00 0.00 -9.35
4 1 -29.35 66.33 0.00 0.00 0.00 17.64
2 29.35 54.32 0.00 0.00 0.00 -18.95
5 1 -21.53 33.76 0.00 0.00 0.00 11.46
2 21.53 86.89 0.00 0.00 0.00 -22.23
6 1 -7.77 8.36 0.00 0.00 0.00 3.33
2 7.77 112.29 0.00 0.00 0.00 -12.23
7 1 4.22 -3.11 0.00 0.00 0.00 -1.21
2 -4.22 3.76 0.00 0.00 0.00 -4.22
8 1 6.65 -6.07 0.00 0.00 0.00 -2.32
2 -6.65 6.72 0.00 0.00 0.00 -7.78
9 1 3.25 -4.59 0.00 0.00 0.00 -1.61
2 -3.25 5.24 0.00 0.00 0.00 -6.15
10 1 -0.76 -1.54 0.00 0.00 0.00 -0.38
2 0.76 2.19 0.00 0.00 0.00 -2.56
11 1 -0.16 0.19 0.00 0.00 0.00 0.03
2 0.16 0.46 0.00 0.00 0.00 -0.24
12 1 1.67 0.44 0.00 0.00 0.00 -0.08
2 -1.67 0.21 0.00 0.00 0.00 0.26
13 1 -0.64 0.94 0.00 0.00 0.00 0.28
2 0.64 -0.29 0.00 0.00 0.00 0.68
14 1 -3.40 1.24 0.00 0.00 0.00 0.64
2 3.40 -0.59 0.00 0.00 0.00 0.80
15 1 -2.89 0.89 0.00 0.00 0.00 0.49
2 2.89 -0.24 0.00 0.00 0.00 0.40
2 1 2 -0.07 0.33 0.00 0.00 0.00 0.09
5 0.07 0.33 0.00 0.00 0.00 -0.09
2 2 0.35 0.45 0.00 0.00 0.00 0.23
5 -0.35 0.20 0.00 0.00 0.00 -0.03
3 2 -7.27 2.14 0.00 0.00 0.00 2.51
5 7.27 -1.49 0.00 0.00 0.00 0.36
4 2 -2.37 5.20 0.00 0.00 0.00 6.11
5 2.37 -4.55 0.00 0.00 0.00 1.58
5 2 5.16 6.74 0.00 0.00 0.00 7.82
5 -5.16 -6.09 0.00 0.00 0.00 2.32
6 2 5.42 3.89 0.00 0.00 0.00 4.41
5 -5.42 -3.24 0.00 0.00 0.00 1.23
7 2 -7.79 112.50 0.00 0.00 0.00 11.54
5 7.79 8.15 0.00 0.00 0.00 -3.50
Friday, December 24, 2010, 04:09 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 9
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
8 2 -17.27 86.17 0.00 0.00 0.00 21.45
5 17.27 34.48 0.00 0.00 0.00 -13.02
9 2 -19.29 52.47 0.00 0.00 0.00 17.90
5 19.29 68.18 0.00 0.00 0.00 -20.72
10 2 -13.86 20.95 0.00 0.00 0.00 8.44
5 13.86 99.70 0.00 0.00 0.00 -19.05
11 2 -0.98 1.17 0.00 0.00 0.00 0.60
5 0.98 119.48 0.00 0.00 0.00 -0.47
12 2 6.84 -5.27 0.00 0.00 0.00 -2.04
5 -6.84 5.92 0.00 0.00 0.00 -6.81
13 2 2.02 -5.76 0.00 0.00 0.00 -2.13
5 -2.02 6.41 0.00 0.00 0.00 -7.48
14 2 -5.53 -3.16 0.00 0.00 0.00 -1.00
5 5.53 3.81 0.00 0.00 0.00 -4.51
15 2 -5.93 -0.37 0.00 0.00 0.00 0.00
5 5.93 1.03 0.00 0.00 0.00 -1.11
4 1 5 -0.09 0.35 0.00 0.00 0.00 0.10
3 0.09 0.30 0.00 0.00 0.00 -0.05
2 5 0.07 0.37 0.00 0.00 0.00 0.10
3 -0.07 0.28 0.00 0.00 0.00 -0.03
3 5 -3.76 -0.51 0.00 0.00 0.00 -0.66
3 3.76 1.16 0.00 0.00 0.00 -0.65
4 5 -2.32 -0.50 0.00 0.00 0.00 -0.80
3 2.32 1.15 0.00 0.00 0.00 -0.51
5 5 0.69 -0.06 0.00 0.00 0.00 -0.51
3 -0.69 0.71 0.00 0.00 0.00 -0.09
6 5 1.57 0.38 0.00 0.00 0.00 -0.03
3 -1.57 0.27 0.00 0.00 0.00 0.12
7 5 -1.34 0.90 0.00 0.00 0.00 0.94
3 1.34 -0.25 0.00 0.00 0.00 -0.03
8 5 0.81 3.59 0.00 0.00 0.00 4.24
3 -0.81 -2.94 0.00 0.00 0.00 0.92
9 5 5.19 6.28 0.00 0.00 0.00 7.34
3 -5.19 -5.63 0.00 0.00 0.00 2.08
10 5 6.58 6.09 0.00 0.00 0.00 6.99
3 -6.58 -5.44 0.00 0.00 0.00 2.12
11 5 -0.25 0.15 0.00 0.00 0.00 -0.02
3 0.25 0.50 0.00 0.00 0.00 -0.26
12 5 -14.36 102.09 0.00 0.00 0.00 18.90
3 14.36 18.56 0.00 0.00 0.00 -6.90
13 5 -26.26 72.39 0.00 0.00 0.00 21.96
3 26.26 48.26 0.00 0.00 0.00 -14.89
14 5 -29.09 39.30 0.00 0.00 0.00 14.93
3 29.09 81.35 0.00 0.00 0.00 -18.15
15 5 -16.00 11.07 0.00 0.00 0.00 4.76
3 16.00 109.58 0.00 0.00 0.00 -10.58
Friday, December 24, 2010, 04:10 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 10
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 1 1 -0.30 -0.09 0.00 0.00 0.00 -0.05
6 0.51 0.09 0.00 0.00 0.00 0.01
2 1 -119.93 0.19 0.00 0.00 0.00 0.20
6 120.14 -0.19 0.00 0.00 0.00 -0.11
3 1 -97.81 -24.39 0.00 0.00 0.00 -15.77
6 98.01 24.39 0.00 0.00 0.00 3.58
4 1 -66.33 -29.35 0.00 0.00 0.00 -17.64
6 66.53 29.35 0.00 0.00 0.00 2.96
5 1 -33.76 -21.53 0.00 0.00 0.00 -11.46
6 33.97 21.53 0.00 0.00 0.00 0.70
6 1 -8.36 -7.77 0.00 0.00 0.00 -3.33
6 8.57 7.77 0.00 0.00 0.00 -0.55
7 1 3.11 4.22 0.00 0.00 0.00 1.21
6 -2.91 -4.22 0.00 0.00 0.00 0.90
8 1 6.07 6.65 0.00 0.00 0.00 2.32
6 -5.87 -6.65 0.00 0.00 0.00 1.00
9 1 4.59 3.25 0.00 0.00 0.00 1.61
6 -4.38 -3.25 0.00 0.00 0.00 0.02
10 1 1.54 -0.76 0.00 0.00 0.00 0.38
6 -1.33 0.76 0.00 0.00 0.00 -0.76
11 1 -0.19 -0.16 0.00 0.00 0.00 -0.03
6 0.40 0.16 0.00 0.00 0.00 -0.05
12 1 -0.44 1.67 0.00 0.00 0.00 0.08
6 0.65 -1.67 0.00 0.00 0.00 0.75
13 1 -0.94 -0.64 0.00 0.00 0.00 -0.28
6 1.14 0.64 0.00 0.00 0.00 -0.04
14 1 -1.24 -3.40 0.00 0.00 0.00 -0.64
6 1.44 3.40 0.00 0.00 0.00 -1.06
15 1 -0.89 -2.89 0.00 0.00 0.00 -0.49
6 1.10 2.89 0.00 0.00 0.00 -0.95
8 1 2 -0.68 0.02 0.00 0.00 0.00 0.01
9 0.88 -0.02 0.00 0.00 0.00 0.00
2 2 -1.17 0.16 0.00 0.00 0.00 0.17
9 1.38 -0.16 0.00 0.00 0.00 -0.09
3 2 -24.99 17.12 0.00 0.00 0.00 6.84
9 25.19 -17.12 0.00 0.00 0.00 1.72
4 2 -59.52 26.98 0.00 0.00 0.00 12.84
9 59.73 -26.98 0.00 0.00 0.00 0.66
5 2 -93.63 26.69 0.00 0.00 0.00 14.41
9 93.84 -26.69 0.00 0.00 0.00 -1.07
6 2 -116.18 13.19 0.00 0.00 0.00 7.82
9 116.39 -13.19 0.00 0.00 0.00 -1.23
7 2 -116.27 -12.02 0.00 0.00 0.00 -7.32
9 116.47 12.02 0.00 0.00 0.00 1.32
8 2 -92.89 -23.91 0.00 0.00 0.00 -13.67
9 93.10 23.91 0.00 0.00 0.00 1.71
Friday, December 24, 2010, 04:10 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 11
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
9 2 -57.71 -22.54 0.00 0.00 0.00 -11.75
9 57.91 22.54 0.00 0.00 0.00 0.48
10 2 -23.14 -13.10 0.00 0.00 0.00 -5.88
9 23.35 13.10 0.00 0.00 0.00 -0.67
11 2 -1.63 -0.82 0.00 0.00 0.00 -0.36
9 1.83 0.82 0.00 0.00 0.00 -0.05
12 2 5.06 5.17 0.00 0.00 0.00 1.77
9 -4.86 -5.17 0.00 0.00 0.00 0.81
13 2 6.04 2.67 0.00 0.00 0.00 1.45
9 -5.84 -2.67 0.00 0.00 0.00 -0.11
14 2 3.75 -2.13 0.00 0.00 0.00 0.20
9 -3.54 2.13 0.00 0.00 0.00 -1.27
15 2 0.62 -3.04 0.00 0.00 0.00 -0.41
9 -0.41 3.04 0.00 0.00 0.00 -1.12
11 1 5 -0.68 -0.02 0.00 0.00 0.00 -0.01
12 0.88 0.02 0.00 0.00 0.00 0.00
2 5 -0.57 -0.29 0.00 0.00 0.00 -0.07
12 0.78 0.29 0.00 0.00 0.00 -0.07
3 5 2.00 3.51 0.00 0.00 0.00 0.30
12 -1.79 -3.51 0.00 0.00 0.00 1.45
4 5 5.05 0.05 0.00 0.00 0.00 -0.79
12 -4.84 -0.05 0.00 0.00 0.00 0.81
5 5 6.15 -4.47 0.00 0.00 0.00 -1.80
12 -5.94 4.47 0.00 0.00 0.00 -0.43
6 5 2.86 -3.85 0.00 0.00 0.00 -1.20
12 -2.66 3.85 0.00 0.00 0.00 -0.73
7 5 -9.05 6.45 0.00 0.00 0.00 2.56
12 9.26 -6.45 0.00 0.00 0.00 0.67
8 5 -38.07 18.08 0.00 0.00 0.00 8.78
12 38.28 -18.08 0.00 0.00 0.00 0.26
9 5 -74.46 24.48 0.00 0.00 0.00 13.38
12 74.67 -24.48 0.00 0.00 0.00 -1.14
10 5 -105.79 20.44 0.00 0.00 0.00 12.05
12 106.00 -20.44 0.00 0.00 0.00 -1.84
11 5 -119.63 0.73 0.00 0.00 0.00 0.49
12 119.83 -0.73 0.00 0.00 0.00 -0.13
12 5 -108.02 -21.20 0.00 0.00 0.00 -12.09
12 108.22 21.20 0.00 0.00 0.00 1.49
13 5 -78.80 -28.28 0.00 0.00 0.00 -14.48
12 79.01 28.28 0.00 0.00 0.00 0.34
14 5 -43.11 -23.55 0.00 0.00 0.00 -10.42
12 43.32 23.55 0.00 0.00 0.00 -1.36
15 5 -12.10 -10.06 0.00 0.00 0.00 -3.65
12 12.30 10.06 0.00 0.00 0.00 -1.38
14 1 3 -0.30 0.09 0.00 0.00 0.00 0.05
15 0.51 -0.09 0.00 0.00 0.00 -0.01
Friday, December 24, 2010, 04:10 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 12
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 3 -0.28 -0.07 0.00 0.00 0.00 0.03
15 0.49 0.07 0.00 0.00 0.00 -0.07
3 3 -1.16 3.76 0.00 0.00 0.00 0.65
15 1.36 -3.76 0.00 0.00 0.00 1.23
4 3 -1.15 2.32 0.00 0.00 0.00 0.51
15 1.36 -2.32 0.00 0.00 0.00 0.65
5 3 -0.71 -0.69 0.00 0.00 0.00 0.09
15 0.91 0.69 0.00 0.00 0.00 -0.43
6 3 -0.27 -1.57 0.00 0.00 0.00 -0.12
15 0.48 1.57 0.00 0.00 0.00 -0.66
7 3 0.25 1.34 0.00 0.00 0.00 0.03
15 -0.05 -1.34 0.00 0.00 0.00 0.64
8 3 2.94 -0.81 0.00 0.00 0.00 -0.92
15 -2.74 0.81 0.00 0.00 0.00 0.52
9 3 5.63 -5.19 0.00 0.00 0.00 -2.08
15 -5.43 5.19 0.00 0.00 0.00 -0.52
10 3 5.44 -6.58 0.00 0.00 0.00 -2.12
15 -5.24 6.58 0.00 0.00 0.00 -1.17
11 3 -0.50 0.25 0.00 0.00 0.00 0.26
15 0.71 -0.25 0.00 0.00 0.00 -0.14
12 3 -18.56 14.36 0.00 0.00 0.00 6.90
15 18.76 -14.36 0.00 0.00 0.00 0.28
13 3 -48.26 26.26 0.00 0.00 0.00 14.89
15 48.46 -26.26 0.00 0.00 0.00 -1.76
14 3 -81.35 29.09 0.00 0.00 0.00 18.15
15 81.56 -29.09 0.00 0.00 0.00 -3.60
15 3 -109.58 16.00 0.00 0.00 0.00 10.58
15 109.79 -16.00 0.00 0.00 0.00 -2.59
************** END OF LATEST ANALYSIS RESULT **************
36. PARAMETER
37. CODE BS5950
38. SGR 0 MEMB 1 2 4
39. TRACK 1 MEMB 1 2 4
40. CHECK CODE MEMB 1 2 4 5 8 11 14
STAAD.Pro CODE CHECKING - (BSI )
***********************
PROGRAM CODE REVISION V2.9_5950-1_2000
Friday, December 24, 2010, 04:10 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 13
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
1 ST UC1 52X152X30 PASS BS-4.2.3-(Y) 0.710 2
0.19 C 0.00 -0.20 0.00
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 1 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 68.2 MCY= 30.2 PC= 903.4 PT= 1053.2 MB= 68.2 PV= 169.0|
| BUCKLING CO-EFFICIENTS mLT = 1.00, mx = 1.00, my = 1.00, myx = 1.00 |
| PZ= 1053.25 FX/PZ = 0.00 MRZ= 68.2 MRY= 30.2 |
|---------------------------------------------------------------------|
2 ST UC1 52X152X30 PASS BS-4.2.3-(Y) 0.707 11
0.98 T 0.00 -0.47 1.58
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 2 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 68.2 MCY= 30.2 PC= 903.4 PT= 1053.2 MB= 68.2 PV= 169.0|
| BUCKLING CO-EFFICIENTS mLT = 1.00, mx = 1.00, my = 1.00, myx = 1.00 |
| PZ= 1053.25 FX/PZ = 0.00 MRZ= 68.2 MRY= 30.2 |
|---------------------------------------------------------------------|
4 ST UC1 52X152X30 PASS BS-4.2.3-(Y) 0.648 15
16.00 T 0.00 -10.58 1.58
|---------------------------------------------------------------------|
| CALCULATED CAPACITIES FOR MEMB 4 UNIT - kN,m SECTION CLASS 1 |
|MCZ= 68.2 MCY= 30.2 PC= 903.4 PT= 1053.2 MB= 68.2 PV= 169.0|
| BUCKLING CO-EFFICIENTS mLT = 1.00, mx = 1.00, my = 1.00, myx = 1.00 |
| PZ= 1053.25 FX/PZ = 0.02 MRZ= 68.2 MRY= 30.2 |
|---------------------------------------------------------------------|
5 ST UC1 52X152X30 PASS BS-4.8.2.2 0.324 3
97.81 T 0.00 -15.77 0.00
8 ST UC1 52X152X30 PASS BS-4.8.2.2 0.300 5
93.63 T 0.00 14.41 0.00
11 ST UC1 52X152X30 PASS BS-4.8.2.2 0.287 13
78.80 T 0.00 -14.48 0.00
14 ST UC1 52X152X30 PASS BS-4.8.2.2 0.343 14
81.35 T 0.00 18.15 0.00
************** END OF TABULATED RESULT OF DESIGN **************
41. FINISH
Friday, December 24, 2010, 04:10 PM
TABREED MONORAIL SUPPORT BEAM CALCULATION -- PAGE NO. 14
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= DEC 24,2010 TIME= 14:28:33 ****
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