LOADINGS

Structural DATA

Span 12 m

Height of Pole 5 m

Bay Width (C/c of Poles) 6 m

Loadings

Dead Loads:

Self Wt of members By Design program

Wind Loads As Per CP3 Chapter V Part 2:

Basic Wind Speed: 162 km/Hr

45.0 M/Sec

S1 1

S2 1.00 (Class B Type 3: Table No. 3 CP3)

S3 1

Effective Wind Speed (m/sec)45

Wind Pressure (Kn/Sq.m) 1.241

Air resistance 100%

Wind Pressure Coefficients Cp ( Table No. 11 CP3)

Values of CpFirst Span 0.7 0.6

First Intermediate Span 0.4 0.3

Other Intermediate Span 0.3 0.3

End Span 0.3 0.5

Load Calculation 24m x 12m Roof Shade

Air Permeability 0%

PAGE NO. 1 **************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= APR 11, 2015 * * Time= 11:35:20 * * * * USER ID: * **************************************************** 1. STAAD SPACE INPUT FILE: 24 x 12M ROOF SHADE.STD 2. START JOB INFORMATION 3. ENGINEER DATE 05-APR-15 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 5 0; 3 6 0 0; 4 6 5 0; 5 12 0 0; 6 12 5 0; 7 18 0 0; 8 18 5 0 9. 9 24 0 0; 10 24 5 0; 11 0 0 12; 12 0 5 12; 13 6 0 12; 14 6 5 12; 15 12 0 12 10. 16 12 5 12; 17 18 0 12; 18 18 5 12; 19 24 0 12; 20 24 5 12; 21 0 7 6; 22 6 7 6 11. 23 12 7 6; 24 18 7 6; 25 24 7 6; 26 0 6.6 4.8; 27 0 5.96 2.88 12. 28 0 5.384 1.152; 29 6 6.6 4.8; 30 6 5.96 2.88; 31 6 5.384 1.152; 32 0 6.6 7.2 13. 33 0 5.96 9.12; 34 0 5.384 10.848; 35 0 6.28 8.16; 36 0 5.672 9.984 14. 37 6 6.6 7.2; 38 6 5.96 9.12; 39 6 5.384 10.848; 40 6 6.28 8.16 15. 41 6 5.672 9.984; 42 12 6.6 4.8; 43 12 5.96 2.88; 44 12 5.384 1.152 16. 45 12 6.6 7.2; 46 12 5.96 9.12; 47 12 5.384 10.848; 48 12 6.28 8.16 17. 49 12 5.672 9.984; 50 18 6.6 4.8; 51 18 5.96 2.88; 52 18 5.384 1.152 18. 53 18 6.6 7.2; 54 18 5.96 9.12; 55 18 5.384 10.848; 56 18 6.28 8.16 19. 57 18 5.672 9.984; 58 24 6.6 4.8; 59 24 5.96 2.88; 60 24 5.384 1.152 20. 61 24 6.6 7.2; 62 24 5.96 9.12; 63 24 5.384 10.848; 64 24 6.28 8.16 21. 65 24 5.672 9.984 22. MEMBER INCIDENCES

23. 1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 15 16; 9 17 18 24. 10 19 20; 11 4 2; 19 21 26; 20 21 32; 21 22 29; 22 22 37; 23 23 42; 24 23 45 25. 25 24 50; 26 24 53; 27 25 58; 28 25 61; 29 26 27; 30 27 28; 31 28 2; 32 29 30 26. 33 30 31; 34 31 4; 35 28 31; 36 27 30; 37 26 29; 38 21 22; 39 32 35; 40 33 36 27. 41 34 12; 42 35 33; 43 36 34; 44 37 40; 45 38 41; 46 39 14; 47 40 38; 48 41 39 28. 49 32 37; 50 35 40; 51 33 38; 52 36 41; 53 34 39; 54 42 43; 55 43 44; 56 44 6 29. 57 45 48; 58 46 49; 59 47 16; 60 48 46; 61 49 47; 62 31 44; 63 30 43; 64 29 42 30. 65 22 23; 66 37 45; 67 40 48; 68 38 46; 69 41 49; 70 39 47; 71 50 51; 72 51 52 31. 73 52 8; 74 53 56; 75 54 57; 76 55 18; 77 56 54; 78 57 55; 79 44 52; 80 43 51 32. 81 42 50; 82 23 24; 83 45 53; 84 48 56; 85 46 54; 86 49 57; 87 47 55; 88 58 59 33. 89 59 60; 90 60 10; 91 61 64; 92 62 65; 93 63 20; 94 64 62; 95 65 63; 96 52 60 34. 97 51 59; 98 50 58; 99 24 25; 100 53 61; 101 56 64; 102 54 62; 103 57 65 35. 104 55 63; 105 4 6; 106 6 8; 107 8 10; 108 12 14; 109 14 16; 110 16 18 36. 111 18 20 37. DEFINE MATERIAL START 38. ISOTROPIC STEEL 39. E 2.05E+008 40. POISSON 0.3

STAAD SPACE -- PAGE NO. 2 41. DENSITY 76.8195 42. ALPHA 1.2E-005 43. DAMP 0.03 44. END DEFINE MATERIAL 45. MEMBER PROPERTY BRITISH 46. 11 35 TO 38 49 TO 53 62 TO 70 79 TO 87 96 TO 111 TABLE ST CH76X38 47. 19 TO 34 39 TO 48 54 TO 61 71 TO 78 88 TO 95 TABLE ST UB127X76X13 48. 1 TO 10 TABLE ST UC152X152X30 49. CONSTANTS 50. MATERIAL STEEL ALL 51. SUPPORTS 52. 1 3 5 7 9 11 13 15 17 19 FIXED 53. LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD 54. SELFWEIGHT Y -1 LIST 1 TO 11 19 TO 104 55. MEMBER LOAD 56. 11 19 TO 104 UNI GY -0.2 57. LOAD 2 LOADTYPE WIND TITLE WIND 58. MEMBER LOAD 59. 19 29 TO 31 UNI GY -0.43 60. 20 39 TO 43 UNI GY -0.38 61. 21 32 TO 34 UNI GY -0.25 62. 22 TO 26 44 TO 48 54 TO 61 71 TO 78 UNI GY -0.372 63. 27 28 88 TO 95 UNI GY -0.31 64. LOAD 3 LOADTYPE WIND TITLE WIND UPLIFT 65. MEMBER LOAD 66. 19 29 TO 31 UNI GY 0.43 67. 20 39 TO 43 UNI GY 0.38 68. 21 32 TO 34 UNI GY 0.25 69. 22 TO 26 44 TO 48 54 TO 61 71 TO 78 UNI GY 0.372 70. 27 28 88 TO 95 UNI GY 0.31 71. LOAD COMB 4 COMBINATION LOAD CASE 4 72. 1 1.0 2 1.0 73. LOAD COMB 5 COMBINATION LOAD CASE 5 74. 1 1.0 3 1.0 75. LOAD COMB 6 COMBINATION LOAD CASE 6 76. 1 1.0 2 1.4 77. LOAD COMB 7 COMBINATION LOAD CASE 7 78. 1 1.0 3 1.4 79. 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 = 65/ 104/ 10 SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 50/ 7/ 42 DOF TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 330

SIZE OF STIFFNESS MATRIX = 14 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.3/ 4853.9 MB

STAAD SPACE -- PAGE NO. 3 81. LOAD LIST 4 TO 7 82. PRINT SUPPORT REACTIONS SUPPORT REACTION

STAAD SPACE -- PAGE NO. 4 SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 4 0.23 9.65 4.00 8.98 0.00 -0.38 5 0.23 4.40 1.47 3.49 0.00 -0.38 6 0.23 10.70 4.51 10.08 0.00 -0.38 7 0.23 3.35 0.96 2.39 0.00 -0.37 3 4 -0.23 12.86 6.11 14.02 0.00 0.39 5 -0.23 9.23 4.10 9.46 0.00 0.39 6 -0.23 13.58 6.51 14.93 0.00 0.39 7 -0.23 8.51 3.70 8.55 0.00 0.39 5 4 0.00 12.11 6.12 13.98 0.00 0.00 5 0.00 7.47 3.80 8.90 0.00 0.00 6 0.00 13.04 6.58 15.00 0.00 0.00 7 0.00 6.54 3.34 7.89 0.00 0.01 7 4 0.00 12.59 6.27 14.29 0.00 0.00 5 0.00 7.89 3.94 9.19 0.00 0.00 6 0.00 13.52 6.73 15.31 0.00 0.00 7 0.00 6.96 3.47 8.17 0.00 0.00 9 4 0.00 8.20 3.72 8.39 0.00 0.01 5 0.00 4.26 1.75 4.08 0.00 0.02 6 0.00 8.99 4.11 9.25 0.00 0.01 7 0.00 3.47 1.36 3.22 0.00 0.02 11 4 0.00 9.44 -3.98 -8.53 0.00 -0.01 5 0.00 4.54 -1.48 -2.99 0.00 -0.01 6 0.00 10.42 -4.48 -9.64 0.00 -0.01 7 0.00 3.56 -0.98 -1.88 0.00 -0.01 13 4 0.00 14.42 -6.14 -12.79 0.00 0.01 5 0.00 9.95 -4.08 -8.42 0.00 0.00 6 0.00 15.31 -6.55 -13.66 0.00 0.01 7 0.00 9.06 -3.67 -7.54 0.00 0.00 15 4 0.00 13.96 -6.10 -12.81 0.00 0.00 5 0.00 9.31 -3.81 -7.81 0.00 0.00 6 0.00 14.89 -6.56 -13.82 0.00 0.00 7 0.00 8.38 -3.35 -6.81 0.00 0.00 17 4 0.00 14.52 -6.27 -13.15 0.00 0.00 5 0.00 9.85 -3.95 -8.06 0.00 -0.01 6 0.00 15.45 -6.74 -14.16 0.00 0.00 7 0.00 8.92 -3.48 -7.04 0.00 -0.01 19 4 0.00 8.97 -3.71 -7.92 0.00 0.01 5 0.00 5.02 -1.75 -3.61 0.00 0.01 6 0.00 9.75 -4.11 -8.78 0.00 0.01 7 0.00 4.23 -1.35 -2.74 0.00 0.01

************** END OF LATEST ANALYSIS RESULT **************

STAAD SPACE -- PAGE NO. 5 83. PARAMETER 1 84. CODE BS5950 85. CHECK CODE ALL STEEL DESIGN STAAD.Pro CODE CHECKING - (BSI ) *********************** PROGRAM CODE REVISION V2.12_5950-1_2000

STAAD SPACE -- PAGE NO. 6 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST UC152X152X30 PASS ANNEX I.1 0.459 6 10.70 C 12.46 0.78 - 2 ST UC152X152X30 PASS ANNEX I.1 0.652 6 13.58 C 17.61 0.78 - 3 ST UC152X152X30 PASS ANNEX I.1 0.642 6 13.04 C 17.90 0.01 - 4 ST UC152X152X30 PASS ANNEX I.1 0.660 6 13.52 C 18.35 0.02 - 5 ST UC152X152X30 PASS ANNEX I.1 0.395 6 8.99 C 11.30 0.01 - 6 ST UC152X152X30 PASS ANNEX I.1 0.451 6 10.42 C 12.77 0.01 - 7 ST UC152X152X30 PASS BS-4.8.3.3.2 0.709 6 15.31 C 19.11 0.01 - 8 ST UC152X152X30 PASS ANNEX I.1 0.688 6 14.89 C 18.98 0.00 - 9 ST UC152X152X30 PASS ANNEX I.1 0.710 6 15.45 C 19.52 0.01 - 10 ST UC152X152X30 PASS ANNEX I.1 0.413 6 9.75 C 11.76 0.01 - 11 ST CH76X38 PASS BS-4.8.3.3.1 0.513 6 0.14 C 0.06 0.78 - 19 ST UB127X76X13 PASS ANNEX I.1 0.444 6 4.74 C 0.97 6.08 - 20 ST UB127X76X13 PASS ANNEX I.1 0.462 6 4.58 C 0.95 6.56 - 21 ST UB127X76X13 PASS BS-4.3.6 0.415 6 6.83 C 0.16 8.10 0.00 22 ST UB127X76X13 PASS BS-4.3.6 0.522 6 6.23 C -0.14 10.17 0.00 23 ST UB127X76X13 PASS BS-4.3.6 0.436 6 6.72 C 0.07 8.51 0.00 24 ST UB127X76X13 PASS BS-4.3.6 0.519 6 6.27 C -0.07 10.12 0.00 25 ST UB127X76X13 PASS BS-4.3.6 0.437 6 6.96 C -0.14 8.51 0.00 26 ST UB127X76X13 PASS BS-4.3.6 0.524 6 6.51 C 0.13 10.21 0.00 27 ST UB127X76X13 PASS ANNEX I.1 0.431 6 4.33 C 1.06 5.49 - 28 ST UB127X76X13 PASS ANNEX I.1 0.458 6

4.14 C 1.04 6.13 - 29 ST UB127X76X13 PASS BS-4.3.6 0.397 6 4.98 C -0.11 6.03 0.00

STAAD SPACE -- PAGE NO. 7 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 30 ST UB127X76X13 PASS BS-4.3.6 0.315 6 5.81 C 0.09 5.12 0.00 31 ST UB127X76X13 PASS BS-4.3.6 0.628 6 6.57 C 0.05 12.46 0.00 32 ST UB127X76X13 PASS BS-4.3.6 0.526 6 7.61 C 0.02 7.99 0.00 33 ST UB127X76X13 PASS BS-4.3.6 0.466 6 8.58 C 0.03 7.56 0.00 34 ST UB127X76X13 PASS BS-4.3.6 0.888 6 9.51 C 0.04 17.61 0.00 35 ST CH76X38 PASS BS-4.8.3.3.1 0.630 6 0.00 C 0.10 0.98 - 36 ST CH76X38 PASS BS-4.8.3.3.1 0.607 6 0.14 C 0.09 0.90 - 37 ST CH76X38 PASS BS-4.9 0.573 7 0.00 T 0.11 0.86 0.00 38 ST CH76X38 PASS BS-4.8.3.3.1 0.753 7 2.14 C 0.01 0.65 - 39 ST UB127X76X13 PASS ANNEX I.1 0.319 6 5.09 C 0.18 6.56 - 40 ST UB127X76X13 PASS BS-4.3.6 0.150 6 5.81 C -0.03 3.30 0.00 41 ST UB127X76X13 PASS BS-4.3.6 0.644 6 6.74 C -0.03 12.77 0.00 42 ST UB127X76X13 PASS BS-4.3.6 0.267 6 5.31 C -0.06 5.67 0.00 43 ST UB127X76X13 PASS BS-4.3.6 0.217 6 6.28 C -0.03 4.77 0.00 44 ST UB127X76X13 PASS BS-4.3.6 0.479 6 7.09 C -0.01 10.17 0.00 45 ST UB127X76X13 PASS BS-4.3.6 0.280 6 8.70 C -0.02 6.15 0.00 46 ST UB127X76X13 PASS BS-4.3.6 0.964 6 10.27 C -0.02 19.11 0.00 47 ST UB127X76X13 PASS BS-4.3.6 0.443 6 7.89 C -0.01 9.39 0.00 48 ST UB127X76X13 PASS BS-4.3.6 0.286 6 9.48 C -0.01 6.28 0.00 49 ST CH76X38 PASS BS-4.9 0.559 7 0.00 T 0.09 0.86 0.00 50 ST CH76X38 PASS BS-4.8.3.3.1 0.599 7

0.31 C 0.08 0.85 - 51 ST CH76X38 PASS BS-4.9 0.529 7 0.00 T 0.08 0.82 0.00 52 ST CH76X38 PASS BS-4.8.3.3.1 0.546 7 0.02 C 0.08 0.85 -

STAAD SPACE -- PAGE NO. 8 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 53 ST CH76X38 PASS BS-4.9 0.586 7 0.00 T 0.08 0.93 0.00 54 ST UB127X76X13 PASS BS-4.3.6 0.552 6 7.57 C -0.01 8.40 0.00 55 ST UB127X76X13 PASS BS-4.3.6 0.474 6 8.60 C 0.01 7.68 0.00 56 ST UB127X76X13 PASS BS-4.3.6 0.902 6 9.57 C 0.00 17.90 0.00 57 ST UB127X76X13 PASS BS-4.3.6 0.477 6 7.12 C 0.01 10.12 0.00 58 ST UB127X76X13 PASS BS-4.3.6 0.259 6 8.67 C -0.01 5.69 0.00 59 ST UB127X76X13 PASS BS-4.3.6 0.957 6 10.14 C -0.01 18.98 0.00 60 ST UB127X76X13 PASS BS-4.3.6 0.429 6 7.90 C -0.01 9.09 0.00 61 ST UB127X76X13 PASS BS-4.3.6 0.302 6 9.41 C -0.01 6.63 0.00 62 ST CH76X38 PASS BS-4.8.3.3.1 0.570 6 0.06 C 0.01 0.99 - 63 ST CH76X38 PASS BS-4.8.3.3.1 0.541 6 0.14 C 0.01 0.92 - 64 ST CH76X38 PASS BS-4.9 0.488 7 0.00 T 0.00 0.88 0.00 65 ST CH76X38 PASS BS-4.8.3.3.1 0.965 7 2.37 C 0.00 0.97 - 66 ST CH76X38 PASS BS-4.9 0.495 7 0.00 T 0.01 0.88 0.00 67 ST CH76X38 PASS BS-4.8.3.3.1 0.532 7 0.28 C 0.01 0.86 - 68 ST CH76X38 PASS BS-4.9 0.466 7 0.00 T 0.01 0.82 0.00 69 ST CH76X38 PASS BS-4.8.3.3.1 0.493 6 0.00 C 0.01 0.88 - 70 ST CH76X38 PASS BS-4.9 0.534 7 0.00 T 0.02 0.94 0.00 71 ST UB127X76X13 PASS BS-4.3.6 0.557 6 7.81 C -0.02 8.48 0.00 72 ST UB127X76X13 PASS BS-4.3.6 0.472 6 8.87 C -0.03 7.66 0.00 73 ST UB127X76X13 PASS BS-4.3.6 0.925 6

9.89 C -0.04 18.35 0.00 74 ST UB127X76X13 PASS BS-4.3.6 0.481 6 7.36 C 0.02 10.21 0.00 75 ST UB127X76X13 PASS BS-4.3.6 0.272 6 8.94 C 0.02 5.98 0.00

STAAD SPACE -- PAGE NO. 9 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 76 ST UB127X76X13 PASS BS-4.3.6 0.984 6 10.50 C 0.02 19.52 0.00 77 ST UB127X76X13 PASS BS-4.3.6 0.439 6 8.15 C 0.01 9.32 0.00 78 ST UB127X76X13 PASS BS-4.3.6 0.300 6 9.72 C 0.01 6.59 0.00 79 ST CH76X38 PASS BS-4.8.3.3.1 0.558 6 0.06 C 0.01 0.97 - 80 ST CH76X38 PASS BS-4.8.3.3.1 0.512 7 0.14 C 0.01 0.87 - 81 ST CH76X38 PASS BS-4.9 0.488 7 0.00 T 0.00 0.87 0.00 82 ST CH76X38 PASS BS-4.8.3.3.1 0.926 6 2.36 C 0.00 0.91 - 83 ST CH76X38 PASS BS-4.9 0.492 7 0.00 T 0.01 0.88 0.00 84 ST CH76X38 PASS BS-4.8.3.3.1 0.523 7 0.25 C 0.00 0.85 - 85 ST CH76X38 PASS BS-4.9 0.457 7 0.00 T 0.00 0.82 0.00 86 ST CH76X38 PASS BS-4.9 0.491 7 0.00 T 0.00 0.88 0.00 87 ST CH76X38 PASS BS-4.9 0.529 7 0.00 T 0.01 0.94 0.00 88 ST UB127X76X13 PASS BS-4.3.6 0.356 6 4.57 C 0.13 5.42 0.00 89 ST UB127X76X13 PASS BS-4.3.6 0.292 6 5.30 C -0.10 4.74 0.00 90 ST UB127X76X13 PASS BS-4.3.6 0.570 6 5.96 C -0.05 11.30 0.00 91 ST UB127X76X13 PASS ANNEX I.1 0.302 6 4.62 C 0.19 6.13 - 92 ST UB127X76X13 PASS ANNEX I.1 0.145 6 5.54 C 0.04 3.17 - 93 ST UB127X76X13 PASS BS-4.3.6 0.593 6 6.21 C 0.04 11.75 0.00 94 ST UB127X76X13 PASS BS-4.3.6 0.252 6 4.85 C 0.08 5.35 0.00 95 ST UB127X76X13 PASS BS-4.3.6 0.197 6 5.77 C 0.04 4.32 0.00 96 ST CH76X38 PASS BS-4.8.3.3.1 0.617 6

0.00 C 0.10 0.95 - 97 ST CH76X38 PASS BS-4.8.3.3.1 0.578 7 0.14 C 0.09 0.85 - 98 ST CH76X38 PASS BS-4.9 0.564 6 0.00 T 0.11 0.84 0.00

STAAD SPACE -- PAGE NO. 10 ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 99 ST CH76X38 PASS BS-4.8.3.3.1 0.740 6 2.09 C 0.01 0.64 - 100 ST CH76X38 PASS BS-4.9 0.548 6 0.00 T 0.08 0.85 0.00 101 ST CH76X38 PASS BS-4.8.3.3.1 0.590 6 0.30 C 0.07 0.85 - 102 ST CH76X38 PASS BS-4.9 0.523 6 0.00 T 0.07 0.82 0.00 103 ST CH76X38 PASS BS-4.8.3.3.1 0.546 7 0.02 C 0.07 0.87 - 104 ST CH76X38 PASS BS-4.9 0.580 7 0.00 T 0.07 0.94 0.00 105 ST CH76X38 PASS BS-4.9 0.022 7 0.00 T 0.01 0.03 0.00 106 ST CH76X38 PASS BS-4.9 0.007 6 0.00 T 0.01 0.00 0.00 107 ST CH76X38 PASS BS-4.9 0.056 6 0.00 T 0.06 0.00 0.00 108 ST CH76X38 PASS BS-4.9 0.039 7 0.00 T 0.04 0.00 0.00 109 ST CH76X38 PASS BS-4.9 0.010 7 0.00 T 0.01 0.00 0.00 110 ST CH76X38 PASS BS-4.9 0.005 6 0.00 T 0.01 0.00 0.00 111 ST CH76X38 PASS BS-4.9 0.033 6 0.00 T 0.04 0.00 0.00 ************** END OF TABULATED RESULT OF DESIGN ************** 86. FINISH

STAAD SPACE -- PAGE NO. 11 *********** END OF THE STAAD.Pro RUN *********** **** DATE= APR 11,2015 TIME= 11:35:21 **** ************************************************************ * For questions on STAAD.Pro, please contact * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 support@bentley.com * * CANADA +1 (905)632-4771 detech@odandetech.com * * UK +44(1454)207-000 support@bentley.com * * NORWAY +47 67 57 21 30 staad@edr.no * * SINGAPORE +65 6225-6158 support@bentley.com * * INDIA +91(033)4006-2021 support@bentley.com * * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * * CHINA +86(411)8479-1166 support@bentley.com * * THAILAND +66(0)2645-1018/19 support@bentley.com * * * * North America support@bentley.com * * Europe support@bentley.com * * Asia support@bentley.com * ************************************************************

STAAD SPACE -- PAGE NO. 12