Car Park Shade Structure

PAGE NO.

1

**************************************************** * * * STAAD.Pro * * Version 2004 Bld 1001.INDIA * * Proprietary Program of * * Research Engineers, Intl. * * Date= SEP 3, 2014 * * Time= 13:43:39 * * * * USER ID: Snow Panther [LZ0] * ****************************************************

INPUT FILE: Car Park Shade Structure-R1-A1LL.STD 1. STAAD SPACE DESIGN ANALYSIS OF SHADE STRUCTURE 2. START JOB INFORMATION 3. ENGINEER DATE 16-AUG-14 4. END JOB INFORMATION 5. INPUT WIDTH 72 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 2.35 0; 3 0 4 0; 4 0.75 2.384 0; 5 2.75 2.417 0 9. 6 4.6 2.45 0; 7 0 2.35 1.65; 8 0.75 2.384 1.65; 9 2.75 2.417 1.65 10. 10 4.6 2.45 1.65; 11 0 2.35 3.25; 12 0.75 2.384 3.25 11. 13 2.75 2.417 3.25; 14 4.6 2.45 3.25; 15 0 0 4.9; 16 0 2.35 4.9 12. 17 0 4 4.9; 18 0.75 2.384 4.9; 19 2.75 2.417 4.9; 20 4.6 2.45 4.9 13. 21 0 2.35 6.55; 22 0.75 2.384 6.55; 23 2.75 2.417 6.55 14. 24 4.6 2.45 6.55; 25 0 2.35 8.15; 26 0.75 2.384 8.15 15. 27 2.75 2.417 8.15; 28 4.6 2.45 8.15; 29 0 0 9.8; 30 0 2.35 9.8 16. 31 0 4 9.8; 32 0.75 2.384 9.8; 33 2.75 2.417 9.8; 34 4.6 2.45 9.8 17. 35 6.85 2.5 0; 36 6.85 2.5 1.65; 37 6.85 2.5 3.25; 38 6.85 2.5 4.9 18. 39 6.85 2.5 6.55; 40 6.85 2.5 8.15; 41 6.85 2.5 9.8; 42 0 3.1 0 19. 43 0 3.1 4.9; 44 0 3.1 9.8; 45 -0.75 2.384 0; 46 -2.75 2.417 0 20. 47 -4.6 2.45 0; 48 -0.75 2.384 1.65; 49 -2.75 2.417 1.65 21. 50 -4.6 2.45 1.65; 51 -0.75 2.384 3.25; 52 -2.75 2.417 3.25 22. 53 -4.6 2.45 3.25; 54 -0.75 2.384 4.9; 55 -2.75 2.417 4.9 23. 56 -4.6 2.45 4.9; 57 -0.75 2.384 6.55; 58 -2.75 2.417 6.55 24. 59 -4.6 2.45 6.55; 60 -0.75 2.384 8.15; 61 -2.75 2.417 8.15 25. 62 -4.6 2.45 8.15; 63 -0.75 2.384 9.8; 64 -2.75 2.417 9.8 26. 65 -4.6 2.45 9.8; 66 -6.85 2.5 0; 67 -6.85 2.5 1.65; 68 -6.85 2.5 3.25 27. 69 -6.85 2.5 4.9; 70 -6.85 2.5 6.55; 71 -6.85 2.5 8.15 28. 72 -6.85 2.5 9.8 29. *********************************************** 30. * STAAD.PRO GENERATED COMMENT * 31. *********************************************** 32. *16 7 8 18 33. * 19 11 12 21 34. * 22 21 22 24 35. * 25 25 26 27 36. ************************************************ 37. MEMBER INCIDENCES 38. 1 1 2; 2 2 42; 3 15 16; 4 16 43; 5 29 30; 6 30 44; 7 2 7; 8 7 11 39. 9 11 16; 10 16 21; 11 21 25; 12 25 30; 13 2 4; 14 4 5; 15 5 6; 17 8 9 40. 18 9 10; 20 12 13; 21 13 14; 23 22 23; 24 23 24; 26 26 27; 27 27 28

DESIGN 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. 93. 94. 95. 96.

ANALYSIS OF SHADE STRUCTURE

-- PAGE NO.

2

28 16 18; 29 18 19; 30 19 20; 31 30 32; 32 32 33; 33 33 34; 34 4 8 35 8 12; 36 12 18; 37 18 22; 38 22 26; 39 26 32; 40 5 9; 41 9 13 42 13 19; 43 19 23; 44 23 27; 45 27 33; 46 6 10; 47 10 14; 48 14 20 49 20 24; 50 24 28; 51 28 34; 52 42 6; 53 3 35; 54 17 38; 55 43 20 56 31 41; 57 44 34; 58 42 3; 59 43 17; 60 44 31; 61 6 35; 62 10 36 63 14 37; 64 20 38; 65 24 39; 66 28 40; 67 34 41; 68 35 36; 69 36 37 70 37 38; 71 38 39; 72 39 40; 73 40 41; 74 2 45; 75 45 46; 76 46 47 77 48 49; 78 49 50; 79 51 52; 80 52 53; 81 57 58; 82 58 59; 83 60 61 84 61 62; 85 16 54; 86 54 55; 87 55 56; 88 30 63; 89 63 64; 90 64 65 91 45 48; 92 48 51; 93 51 54; 94 54 57; 95 57 60; 96 60 63; 97 46 49 98 49 52; 99 52 55; 100 55 58; 101 58 61; 102 61 64; 103 47 50 104 50 53; 105 53 56; 106 56 59; 107 59 62; 108 62 65; 109 42 47 110 3 66; 111 17 69; 112 43 56; 113 31 72; 114 44 65; 115 47 66 116 50 67; 117 53 68; 118 56 69; 119 59 70; 120 62 71; 121 65 72 122 66 67; 123 67 68; 124 68 69; 125 69 70; 126 70 71; 127 71 72 DEFINE MATERIAL START ISOTROPIC STEEL E 2.05E+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2E-005 DAMP 0.03 END DEFINE MATERIAL MEMBER PROPERTY BRITISH 17 18 20 21 23 24 26 27 62 63 65 66 77 TO 84 116 117 119 120 TABLE ST PIP333.0 1 TO 6 58 TO 60 TABLE ST PIP2198.0 7 TO 12 34 TO 51 68 TO 73 91 TO 108 122 TO 127 TABLE ST TUB50505.0 13 TO 15 28 TO 33 61 64 67 74 TO 76 85 TO 90 115 118 121 TABLE ST TUB100505.0 52 TO 57 109 TO 114 TABLE ST PIP884.0 *17 18 20 21 23 24 26 27 62 63 65 66 77 TO 84 116 117 119 *120 TABLE ST PIP483.0 *1 TO 6 58 TO 60 TABLE ST PIP21912.0 *7 TO 12 34 TO 51 68 TO 73 91 TO 108 122 TO 127 TABLE ST TUB80804.0 *13 TO 15 28 TO 33 61 64 67 74 TO 76 85 TO 90 115 118 *121 TABLE ST TUB1001006.0 *52 TO 57 109 TO 114 TABLE ST PIP884.0 CONSTANTS MATERIAL STEEL MEMB 1 TO 15 17 18 20 21 23 24 26 TO 127 SUPPORTS 1 15 29 FIXED LOAD 1 SELF WEIGHT SELFWEIGHT Y -1 MEMBER LOAD 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 121 UNI GY -0.16 LOAD 2 WIND LOAD DOWNWARD MEMBER LOAD 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 121 UNI GY -0.716 LOAD 3 WIND LOAD UPWARD MEMBER LOAD 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 121 UNI GY 0.716 LOAD 4 LIVE LOAD

DESIGN 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138.


-- PAGE NO.

3

MEMBER LOAD *13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 74 TO 90 115 TO 120 - 121 UNI GY 18 21 24 27 78 80 82 84 CON GY -0.9 LOAD 12 WIND LOAD DOWNWARD ON ONE SIDE ONLY MEMBER LOAD 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 UNI GY -0.716 LOAD 13 WIND LOAD UPWARD ON ONE SIDE ONLY MEMBER LOAD 13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 UNI GY 0.716 LOAD 14 LIVE LOAD ON ONE SIDE ONLY MEMBER LOAD *13 TO 15 17 18 20 21 23 24 26 TO 33 61 TO 67 UNI GY -1 18 21 24 27 CON GY -0.9 LOAD COMB 6 DL + WL DN 1 1.4 2 1.4 LOAD COMB 7 DL + WL UP 1 1.0 3 1.4 LOAD COMB 8 DL + LL 1 1.4 4 1.6 LOAD COMB 9 DL + LL + WL DN 1 1.2 2 1.2 4 1.2 LOAD COMB 10 DL + LL + WL UP 1 1.2 3 1.2 4 1.2 LOAD COMB 11 DEFLECTION CHECK 1 1.0 2 0.8 4 0.8 LOAD COMB 16 DL + WL DN 1S 1 1.4 12 1.4 LOAD COMB 17 DL + WL UP 1S 1 1.0 13 1.4 LOAD COMB 18 DL + LL 1S 1 1.4 14 1.6 LOAD COMB 19 DL + WL DN 1S 1 1.4 12 1.4 LOAD COMB 20 DL + WL UP 1S 1 1.0 13 1.4 LOAD COMB 21 DL + LL 1S + WL DN 1S 1 1.2 12 1.2 14 1.2 LOAD COMB 22 DL + LL 1S + WL UP 1S 1 1.2 13 1.2 14 1.2 LOAD COMB 23 DEFLECTION CHECK 1 1.0 12 0.8 14 0.8 PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 72/ 123/ 3 ORIGINAL/FINAL BAND-WIDTH= 63/ 11/ 72 DOF TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM = 414 SIZE OF STIFFNESS MATRIX = 30 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.6/ 30451.6 MB, EXMEM = 2628.0 MB

DESIGN


139. PRINT SUPPORT REACTION

-- PAGE NO.

4

DESIGN


SUPPORT REACTIONS -UNIT KN ----------------JOINT 1

15

29

METE

-- PAGE NO.

STRUCTURE TYPE = SPACE

LOAD

FORCE-X

FORCE-Y

FORCE-Z

MOM-X

MOM-Y

MOM Z

1 2 3 4 12 13 14 6 7 8 9 10 11 16 17 18 19 20 21 22 23 1 2 3 4 12 13 14 6 7 8 9 10 11 16 17 18 19 20 21 22 23 1 2 3 4 12 13

0.00 0.00 0.00 0.00 -0.49 0.49 -0.10 0.00 0.00 0.00 0.00 0.00 0.00 -0.69 0.69 -0.16 -0.69 0.69 -0.71 0.47 -0.48 0.00 0.00 0.00 0.00 0.99 -0.99 0.20 0.00 0.00 0.00 0.00 0.00 0.00 1.38 -1.38 0.32 1.38 -1.38 1.43 -0.95 0.95 0.00 0.00 0.00 0.00 -0.49 0.49

10.36 17.10 -17.10 1.49 8.55 -8.55 0.74 38.45 -13.58 16.88 34.74 -6.31 25.23 26.48 -1.61 15.70 26.48 -1.61 23.59 3.06 17.80 15.63 30.18 -30.18 4.23 15.09 -15.09 2.11 64.14 -26.61 28.65 60.05 -12.38 43.16 43.01 -5.49 25.27 43.01 -5.49 39.40 3.19 29.40 10.36 17.10 -17.10 1.49 8.55 -8.55

1.14 2.85 -2.85 0.55 1.42 -1.42 0.27 5.58 -2.85 2.47 5.44 -1.39 3.86 3.59 -0.85 2.03 3.59 -0.85 3.40 -0.01 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.14 -2.85 2.85 -0.55 -1.42 1.42

0.80 2.00 -2.00 0.39 1.00 -1.00 0.19 3.93 -2.00 1.74 3.83 -0.98 2.71 2.53 -0.60 1.43 2.53 -0.60 2.40 -0.01 1.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.80 -2.00 2.00 -0.39 -1.00 1.00

0.00 0.00 0.00 0.00 0.35 -0.35 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.48 -0.48 0.12 0.48 -0.48 0.50 -0.33 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.35 0.35

0.00 0.00 0.00 0.00 35.26 -35.26 3.66 0.00 0.00 0.00 0.00 0.00 0.00 49.36 -49.36 5.85 49.36 -49.36 46.70 -37.92 31.13 0.00 0.00 0.00 0.00 46.29 -46.29 5.91 0.00 0.00 0.00 0.00 0.00 0.00 64.80 -64.80 9.46 64.80 -64.80 62.64 -48.45 41.76 0.00 0.00 0.00 0.00 35.26 -35.26

5

DESIGN


SUPPORT REACTIONS -UNIT KN ----------------JOINT

METE

-- PAGE NO.

STRUCTURE TYPE = SPACE

LOAD

FORCE-X

FORCE-Y

FORCE-Z

MOM-X

MOM-Y

MOM Z

14 6 7 8 9 10 11 16 17 18 19 20 21 22 23

-0.10 0.00 0.00 0.00 0.00 0.00 0.00 -0.69 0.69 -0.16 -0.69 0.69 -0.71 0.47 -0.48

0.74 38.45 -13.58 16.88 34.74 -6.31 25.23 26.48 -1.61 15.70 26.48 -1.61 23.59 3.06 17.80

-0.27 -5.58 2.85 -2.47 -5.44 1.39 -3.86 -3.59 0.85 -2.03 -3.59 0.85 -3.40 0.01 -2.50

-0.19 -3.93 2.00 -1.74 -3.83 0.98 -2.71 -2.53 0.60 -1.43 -2.53 0.60 -2.40 0.01 -1.76

-0.07 0.00 0.00 0.00 0.00 0.00 0.00 -0.48 0.48 -0.12 -0.48 0.48 -0.50 0.33 -0.33

3.66 0.00 0.00 0.00 0.00 0.00 0.00 49.36 -49.36 5.85 49.36 -49.36 46.70 -37.92 31.13

************** END OF LATEST ANALYSIS RESULT ************** 140. PARAMETER 141. CODE BS5950 142. CHECK CODE MEMB 1 TO 15 17 18 20 21 23 24 26 TO 127 STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.9_5950-1_2000

6

DESIGN


ALL UNITS ARE - KN MEMBER

-- PAGE NO.

METE (UNLESS OTHERWISE NOTED)

TABLE

RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST PIP 2198.0 2 ST PIP 3 ST PIP 4 ST PIP 5 ST PIP 6 ST PIP 7 ST TUB 8 ST TUB 9 ST TUB 10 ST TUB 11 ST TUB 12 ST TUB 13 ST TUB 14 ST TUB 15 ST TUB 17 ST PIP 18 ST PIP 20 ST PIP 21 ST PIP 23 ST PIP 24 ST PIP 26 ST PIP 27 ST PIP 28 ST TUB

PASS 26.48 C 2198.0 PASS 15.71 C 2198.0 PASS 43.01 C 2198.0 PASS 3.31 T 2198.0 PASS 26.48 C 2198.0 PASS 15.71 C 50505.0 PASS 3.25 C 50505.0 PASS 3.25 C 50505.0 PASS 5.06 C 50505.0 PASS 5.06 C 50505.0 PASS 3.25 C 50505.0 PASS 3.25 C 100505.0 PASS 64.73 C 100505.0 PASS 64.50 C 100505.0 PASS 61.80 C 333.0 PASS 0.12 C 333.0 PASS 0.20 C 333.0 PASS 0.12 C 333.0 PASS 0.11 C 333.0 PASS 0.12 C 333.0 PASS 0.11 C 333.0 PASS 0.12 C 333.0 PASS 0.20 C 100505.0 PASS 107.46 C

ANNEX I.1 5.90 ANNEX I.1 2.33 ANNEX I.1 0.00 BS-4.8.2.2 0.00 ANNEX I.1 5.90 ANNEX I.1 2.33 ANNEX I.1 0.13 ANNEX I.1 0.04 BS-4.8.3.3.3 0.00 BS-4.8.3.3.3 0.00 ANNEX I.1 0.04 ANNEX I.1 0.13 ANNEX I.1 0.25 BS-4.7 (C) -0.09 ANNEX I.1 0.19 BS-4.8.3.3.3 0.03 BS-4.8.3.3.3 0.04 ANNEX I.1 0.05 BS-4.8.3.3.3 0.05 ANNEX I.1 0.05 BS-4.8.3.3.3 0.05 BS-4.8.3.3.3 0.03 BS-4.8.3.3.3 0.04 ANNEX I.1 0.00

0.566 49.36 0.461 42.97 0.700 68.06 0.623 60.93 0.566 49.36 0.461 42.97 0.073 0.16 0.038 0.10 0.086 0.21 0.086 0.21 0.038 0.10 0.073 0.16 0.540 5.59 0.301 -2.08 0.329 2.89 0.696 0.51 0.739 0.53 0.696 0.48 0.746 0.53 0.696 0.48 0.746 0.53 0.696 0.51 0.739 0.53 0.865 9.04

16 16 16 17 0.00 16 16 16 16 6 6 16 16 16 16 0.00 6 16 21 16 21 16 21 16 21 16 -

7

DESIGN



-- PAGE NO.


TABLE

RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 29 ST TUB 100505.0 PASS 109.37 C 30 ST TUB 100505.0 PASS 104.80 C 31 ST TUB 100505.0 PASS 64.73 C 32 ST TUB 100505.0 PASS 64.50 C 33 ST TUB 100505.0 PASS 61.80 C 34 ST TUB 50505.0 PASS 0.64 C 35 ST TUB 50505.0 PASS 0.70 C 36 ST TUB 50505.0 PASS 0.75 C 37 ST TUB 50505.0 PASS 0.75 C 38 ST TUB 50505.0 PASS 0.70 C 39 ST TUB 50505.0 PASS 0.64 C 40 ST TUB 50505.0 PASS 0.00 T 41 ST TUB 50505.0 PASS 0.00 T 42 ST TUB 50505.0 PASS 0.00 T 43 ST TUB 50505.0 PASS 0.00 T 44 ST TUB 50505.0 PASS 0.00 T 45 ST TUB 50505.0 PASS 0.00 T 46 ST TUB 50505.0 PASS 0.00 T 47 ST TUB 50505.0 PASS 0.00 T 48 ST TUB 50505.0 PASS 0.35 T 49 ST TUB 50505.0 PASS 0.35 T 50 ST TUB 50505.0 PASS 0.00 T 51 ST TUB 50505.0 PASS 0.00 T

ANNEX I.1 0.00 ANNEX I.1 0.00 ANNEX I.1 0.25 BS-4.7 (C) 0.09 ANNEX I.1 0.19 BS-4.8.3.3.3 0.12 BS-4.8.3.3.3 0.09 BS-4.8.3.3.3 0.22 BS-4.8.3.3.3 0.22 ANNEX I.1 0.09 BS-4.8.3.3.3 0.12 BS-4.9 0.07 BS-4.9 0.09 BS-4.9 0.01 BS-4.9 0.01 BS-4.9 0.09 BS-4.9 0.07 BS-4.9 0.23 BS-4.9 0.11 BS-4.8.2.2 -0.07 BS-4.8.2.2 0.07 BS-4.9 0.11 BS-4.9 0.23

0.626 5.21 0.629 5.53 0.540 5.59 0.301 -2.08 0.329 2.89 0.319 1.14 0.314 1.15 0.546 1.94 0.546 1.94 0.314 1.15 0.319 1.14 0.544 2.10 0.543 2.08 0.850 3.38 0.850 3.38 0.543 2.08 0.544 2.10 0.639 2.32 0.602 2.29 0.985 3.85 0.985 -3.85 0.602 2.29 0.639 2.32

6 9 16 16 0.00 6 6 16 16 16 16 6 21 0.00 21 0.00 9 0.00 9 0.00 21 0.00 21 0.00 21 0.00 21 0.00 9 1.65 9 0.00 21 0.00 21 0.00

8

DESIGN



-- PAGE NO.


TABLE

RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 52 ST PIP 884.0 53 ST PIP 54 ST PIP 55 ST PIP 56 ST PIP 57 ST PIP 58 ST PIP 59 ST PIP 60 ST PIP 61 ST TUB 62 ST PIP 63 ST PIP 64 ST TUB 65 ST PIP 66 ST PIP 67 ST TUB 68 ST TUB 69 ST TUB 70 ST TUB 71 ST TUB 72 ST TUB 73 ST TUB 74 ST TUB

PASS 27.50 C 884.0 PASS 10.85 T 884.0 PASS 9.78 C 884.0 PASS 45.08 C 884.0 PASS 10.85 T 884.0 PASS 27.50 C 2198.0 PASS 4.64 C 2198.0 PASS 0.10 T 2198.0 PASS 4.64 C 100505.0 PASS 10.74 C 333.0 PASS 0.15 C 333.0 PASS 0.05 C 100505.0 PASS 18.64 C 333.0 PASS 0.05 C 333.0 PASS 0.15 C 100505.0 PASS 10.74 C 50505.0 PASS 0.13 C 50505.0 PASS 0.16 C 50505.0 PASS 0.16 C 50505.0 PASS 0.16 C 50505.0 PASS 0.16 C 50505.0 PASS 0.13 C 100505.0 PASS 62.23 C

BS-4.7 (C) 0.00 BS-4.8.2.2 0.00 BS-4.8.3.3.1 0.00 BS-4.7 (C) 0.00 BS-4.8.2.2 0.00 BS-4.7 (C) 0.00 ANNEX I.1 0.79 BS-4.8.2.2 0.00 ANNEX I.1 0.79 ANNEX I.1 0.35 BS-4.8.3.3.3 0.04 BS-4.8.3.3.3 0.04 ANNEX I.1 0.00 ANNEX I.1 0.04 ANNEX I.1 0.04 ANNEX I.1 0.35 BS-4.8.3.3.3 0.25 BS-4.8.3.3.3 0.03 BS-4.8.3.3.3 0.06 ANNEX I.1 0.06 BS-4.8.3.3.3 0.03 BS-4.8.3.3.3 0.25 ANNEX I.1 0.25

0.340 0.36 0.152 0.92 0.398 0.78 0.557 0.57 0.152 0.92 0.340 0.36 0.077 6.74 0.076 7.41 0.077 6.74 0.157 1.16 0.693 0.50 0.663 0.48 0.131 1.44 0.663 0.48 0.693 0.50 0.157 1.16 0.431 1.46 0.397 1.55 0.614 2.39 0.614 2.39 0.397 1.55 0.431 1.46 0.493 5.08

13 0.00 6 0.00 7 13 0.00 6 0.00 13 0.00 16 17 0.00 16 16 16 16 16 16 16 16 16 6 6 6 6 16 6 -

9

DESIGN



-- PAGE NO.


TABLE

RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 75 ST TUB 100505.0 PASS 61.93 C 76 ST TUB 100505.0 PASS 61.80 C 77 ST PIP 333.0 PASS 0.12 C 78 ST PIP 333.0 PASS 0.17 C 79 ST PIP 333.0 PASS 0.12 C 80 ST PIP 333.0 PASS 0.12 C 81 ST PIP 333.0 PASS 0.12 C 82 ST PIP 333.0 PASS 0.12 C 83 ST PIP 333.0 PASS 0.12 C 84 ST PIP 333.0 PASS 0.17 C 85 ST TUB 100505.0 PASS 109.87 C 86 ST TUB 100505.0 PASS 109.37 C 87 ST TUB 100505.0 PASS 104.80 C 88 ST TUB 100505.0 PASS 62.23 C 89 ST TUB 100505.0 PASS 61.93 C 90 ST TUB 100505.0 PASS 61.80 C 91 ST TUB 50505.0 PASS 0.64 C 92 ST TUB 50505.0 PASS 0.62 C 93 ST TUB 50505.0 PASS 0.63 C 94 ST TUB 50505.0 PASS 0.63 C 95 ST TUB 50505.0 PASS 0.62 C 96 ST TUB 50505.0 PASS 0.64 C 97 ST TUB 50505.0 PASS 0.00 T

ANNEX I.1 0.03 ANNEX I.1 0.19 BS-4.8.3.3.3 0.01 ANNEX I.1 0.01 BS-4.8.3.3.3 0.01 ANNEX I.1 0.00 BS-4.8.3.3.3 0.01 ANNEX I.1 0.00 BS-4.8.3.3.3 0.01 BS-4.8.3.3.3 0.01 ANNEX I.1 0.00 ANNEX I.1 0.00 ANNEX I.1 0.00 ANNEX I.1 0.25 ANNEX I.1 0.03 ANNEX I.1 0.19 BS-4.8.3.3.3 0.12 BS-4.8.3.3.3 0.04 BS-4.8.3.3.3 0.09 BS-4.8.3.3.3 0.09 BS-4.8.3.3.3 0.04 BS-4.8.3.3.3 0.12 BS-4.9 0.06

0.292 2.79 0.329 2.89 0.662 0.50 0.690 0.52 0.613 0.46 0.704 0.54 0.613 0.46 0.704 0.54 0.662 0.50 0.690 0.52 0.811 8.44 0.626 5.21 0.629 5.53 0.493 5.08 0.292 2.79 0.329 2.89 0.319 1.14 0.300 1.15 0.522 1.98 0.522 1.98 0.300 1.15 0.319 1.14 0.542 2.10

6 6 6 9 6 9 6 9 6 9 6 6 9 6 6 6 6 6 6 6 6 6 9 0.00

10

DESIGN



-- PAGE NO.


TABLE

RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 98 ST TUB 50505.0 99 ST TUB 100 ST TUB 101 ST TUB 102 ST TUB 103 ST TUB 104 ST TUB 105 ST TUB 106 ST TUB 107 ST TUB 108 ST TUB 109 ST PIP 110 ST PIP 111 ST PIP 112 ST PIP 113 ST PIP 114 ST PIP 115 ST TUB 116 ST PIP 117 ST PIP 118 ST TUB 119 ST PIP 120 ST PIP

PASS 0.18 T 50505.0 PASS 0.00 T 50505.0 PASS 0.00 T 50505.0 PASS 0.18 T 50505.0 PASS 0.00 T 50505.0 PASS 0.00 T 50505.0 PASS 0.35 T 50505.0 PASS 0.35 T 50505.0 PASS 0.35 T 50505.0 PASS 0.35 T 50505.0 PASS 0.00 T 884.0 PASS 52.01 T 884.0 PASS 10.85 T 884.0 PASS 9.78 C 884.0 PASS 44.96 C 884.0 PASS 10.85 T 884.0 PASS 52.01 T 100505.0 PASS 10.45 C 333.0 PASS 0.12 C 333.0 PASS 0.07 C 100505.0 PASS 21.72 C 333.0 PASS 0.07 C 333.0 PASS 0.12 C

BS-4.8.2.2 0.00 BS-4.9 0.01 BS-4.9 0.01 BS-4.8.2.2 0.00 BS-4.9 0.06 BS-4.9 0.07 BS-4.8.2.2 0.04 BS-4.8.2.2 0.07 BS-4.8.2.2 -0.07 BS-4.8.2.2 -0.04 BS-4.9 0.07 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 BS-4.8.3.3.1 0.00 BS-4.7 (C) 0.00 BS-4.8.2.2 0.00 BS-4.8.2.2 0.00 ANNEX I.1 0.34 ANNEX I.1 0.00 ANNEX I.1 0.00 BS-4.7 (C) 0.00 ANNEX I.1 0.00 ANNEX I.1 0.00

0.522 -2.08 0.850 3.38 0.850 3.38 0.522 2.08 0.542 2.10 0.607 2.35 0.591 2.31 0.985 3.85 0.985 -3.85 0.591 -2.31 0.607 2.35 0.328 1.20 0.152 0.92 0.398 0.78 0.556 0.83 0.152 0.92 0.328 1.20 0.131 0.88 0.649 0.50 0.636 0.49 0.121 0.93 0.636 0.49 0.649 0.50

9 0.00 9 0.00 9 0.00 9 1.60 9 0.00 9 0.00 9 0.00 9 1.65 9 0.00 9 1.60 9 0.00 6 4.65 6 0.00 7 3 0.00 6 0.00 6 4.65 6 6 6 6 0.00 6 6 -

11

DESIGN



-- PAGE NO.


TABLE

RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 121 ST TUB 100505.0 PASS 10.45 C 122 ST TUB 50505.0 PASS 0.16 C 123 ST TUB 50505.0 PASS 0.16 C 124 ST TUB 50505.0 PASS 0.16 C 125 ST TUB 50505.0 PASS 0.16 C 126 ST TUB 50505.0 PASS 0.16 C 127 ST TUB 50505.0 PASS 0.16 C

ANNEX I.1 0.34 BS-4.8.3.3.3 0.10 BS-4.8.3.3.3 0.03 BS-4.8.3.3.3 0.06 ANNEX I.1 0.06 BS-4.8.3.3.3 0.03 ANNEX I.1 0.10

0.131 0.88 0.408 1.52 0.397 1.55 0.614 2.39 0.614 2.39 0.397 1.55 0.408 1.52

************** END OF TABULATED RESULT OF DESIGN ************** 143. DRAW ISOM JOIN MEMB SUPP

6 6 6 6 6 6 6 -

12

123

0

3

21

NM =

NE =

NS =

NL =

4.0

9.8

YMAX=

ZMAX=

DATE:SEP 3,2014 TIME: 13:43:40

13.7

XMAX=

UNIT METE KN

72

NJ =

TYPE = SPACE

STRUCTURE DATA:

REV: 2004

S T A A D -III

58 42

52

53 5 15 40

6 61 46

35 68

DRAW ISOM JOIN MEMB SUPP

29

5

36 69 62 10 109 37 47 2 4 14 70 18 213 34 74 63 17 9 41 54 7 75 45 14 91 38 17 48 8 71 76 46 7 13 21 35 97 48 64 42 77 92 8111 20 59 11547103 20 39 49 55 12 43 72 66 78 49 36 19 30 98 51 11 122 65 50 9 43 79 24 93112 116 104 29 40 50 428 18 73 24 80 52 67 16 37 1 23 99 85 54 123 66 31 44 56 86 94 10 28 11753 105 41 23 51 22 68 87 1 55 21 27 27 38 100 57 124 67 56 11 45 81 95 113 34 60 118 106 26 57 2644 33 69 82 58 25 39 33 101 60 125 12 83 96114 11959 107 631 32 32 84 61 70 30 3 102 88 63 126 89 12062 108 64 71 90 15 127 12165 72

110

3

DESIGN


-- PAGE NO.

144. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= SEP

3,2014

TIME= 13:43:41 ****

*********************************************************** * For questions on STAAD.Pro, * * Please contact : Research Engineers Ltd. * * E2/4,Block GP, Sector-V,Salt Lake, KOLKATA - 700 091 * * India : TEL:(033)2357-3575 FAX:(033)2357-3467 * * email : [email protected] * * US : Ph-(714) 974-2500, Fax-(714) 921-0683 * ***********************************************************

14

Car Park Shade Structure

Recommend Documents