Building design

Thursday, November 05, 2015, 03:39 PM PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SELECTseries5 * * Version 20.07.10.64 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= NOV 5, 2015 * * Time= 15:38:25 * * * * USER ID: * **************************************************** 1. STAAD SPACE INPUT FILE: Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 05-NOV-15 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 3.08 0 0; 3 7.88 0 0; 4 10.96 0 0; 5 0 0 5.51; 6 3.08 0 5.51 9. 7 7.88 0 5.51; 8 10.96 0 5.51; 9 0 0 8.285; 10 3.08 0 8.285; 11 7.88 0 8.285 10. 12 10.96 0 8.285; 13 13.047 0 5.51; 14 13.047 0 3.78; 15 0 1.8 0 11. 16 3.08 1.8 0; 17 7.88 1.8 0; 18 10.96 1.8 0; 19 0 1.8 5.51; 20 3.08 1.8 5.51 12. 21 7.88 1.8 5.51; 22 10.96 1.8 5.51; 23 0 1.8 8.285; 24 3.08 1.8 8.285 13. 25 7.88 1.8 8.285; 26 10.96 1.8 8.285; 30 0 5.25 0; 31 3.08 5.25 0 14. 32 7.88 5.25 0; 33 10.96 5.25 0; 34 0 5.25 5.51; 35 3.08 5.25 5.51 15. 36 7.88 5.25 5.51; 37 10.96 5.25 5.51; 38 0 5.25 8.285; 39 3.08 5.25 8.285 16. 40 7.88 5.25 8.285; 41 10.96 5.25 8.285; 45 0 8.4 0; 46 3.08 8.4 0 17. 47 7.88 8.4 0; 48 10.96 8.4 0; 49 0 8.4 5.51; 50 3.08 8.4 5.51 18. 51 7.88 8.4 5.51; 52 10.96 8.4 5.51; 53 3.08 5.25 2.755; 54 7.88 5.25 2.755 19. 55 0 7.939 8.285; 56 3.08 7.939 8.285; 57 7.88 7.939 8.285 20. 58 10.96 7.939 8.285; 59 13.047 1.2 5.51; 60 13.047 1.2 3.78 21. 61 13.047 3.8 5.51; 62 13.047 3.8 3.78; 63 10.96 1.2 5.51; 64 10.96 3.8 5.51 22. 65 0 3.525 5.51; 66 0 3.525 8.285; 67 10.96 7.939 5.51; 68 7.88 7.939 5.51 23. 69 3.08 7.939 5.51; 70 0 7.939 5.51 24. MEMBER INCIDENCES 25. 101 1 15; 102 2 16; 103 3 17; 104 4 18; 105 5 19; 106 6 20; 107 7 21; 108 8 63 26. 109 9 23; 110 10 24; 111 11 25; 112 12 26; 113 14 60; 114 59 13; 158 63 22 27. 199 60 62; 200 59 61; 201 15 30; 202 16 31; 203 17 32; 204 18 33; 205 19 65 28. 206 20 35; 207 21 36; 208 22 64; 209 23 66; 210 24 39; 211 25 40; 212 26 41 29. 255 65 34; 258 64 37; 259 66 38; 301 30 45; 302 31 46; 303 32 47; 304 33 48 30. 305 34 70; 306 35 69; 307 36 68; 308 37 67; 309 38 55; 310 39 56; 311 40 57 31. 312 41 58; 355 70 49; 356 69 50; 357 68 51; 358 67 52; 1001 15 16; 1002 16 17 32. 1003 17 18; 1004 19 20; 1005 20 21; 1006 21 22; 1007 23 24; 1008 24 25 33. 1009 25 26; 1010 15 19; 1011 19 23; 1012 16 20; 1013 20 24; 1014 17 21 34. 1015 21 25; 1016 18 22; 1017 22 26; 1018 59 60; 1019 59 63; 1501 65 66 35. 2001 30 31; 2002 31 32; 2003 32 33; 2004 34 35; 2005 35 36; 2006 36 37 36. 2007 38 39; 2008 39 40; 2009 40 41; 2010 30 34; 2011 34 38; 2013 35 39 37. 2015 36 40; 2016 33 37; 2017 37 41; 2018 61 62; 2019 61 64; 2020 53 54 38. 3001 45 46; 3002 46 47; 3003 47 48; 3004 49 50; 3005 50 51; 3006 51 52

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 2 39. 3007 55 56; 3008 56 57; 3009 57 58; 3010 45 49; 3011 55 70; 3012 46 50 40. 3013 56 69; 3014 47 51; 3015 57 68; 3016 48 52; 3017 58 67; 20121 31 53 41. 20122 53 35; 20141 32 54; 20142 54 36 42. START GROUP DEFINITION 43. FLOOR 44. _F1 2001 TO 2006 2008 TO 2010 2013 2015 TO 2017 2020 20121 20122 20141 20142 45. END GROUP DEFINITION 46. DEFINE MATERIAL START 47. ISOTROPIC CONCRETE 48. E 2.17185E+007 49. POISSON 0.17 50. DENSITY 23.5616 51. ALPHA 1E-005 52. DAMP 0.05 53. TYPE CONCRETE 54. STRENGTH FCU 20000 55. G 9.28139E+006 56. END DEFINE MATERIAL 57. MEMBER PROPERTY INDIAN 58. 109 TO 112 209 TO 212 259 309 TO 312 PRIS YD 0.3 59. 101 TO 108 158 201 TO 208 255 258 301 TO 308 355 TO 358 PRIS YD 0.3 ZD 0.45 60. 113 114 199 200 PRIS YD 0.3 ZD 0.3 61. 1001 TO 1019 2018 2019 3001 TO 3017 PRIS YD 0.3 ZD 0.23 62. 1501 2001 TO 2011 2013 2015 TO 2017 2020 20121 20122 20141 - 63. 20142 PRIS YD 0.4 ZD 0.23 64. SUPPORTS 65. 1 TO 14 FIXED 66. CONSTANTS 67. E CONCRETE ALL 68. E CONCRETE ALL 69. DENSITY CONCRETE ALL 70. DENSITY CONCRETE ALL 71. POISSON CONCRETE ALL 72. DEFINE 1893 LOAD 73. ZONE 0.36 RF 5 I 1 SS 2 ST 1 PX 0.5 PZ 0.5 74. SELFWEIGHT 1 75. JOINT WEIGHT 76. 55 TO 58 WEIGHT 1.8 77. 49 TO 52 WEIGHT 5.7 78. 45 TO 48 WEIGHT 3.9 79. 55 TO 58 WEIGHT 4.17 80. 49 TO 52 WEIGHT 13 81. 45 TO 48 WEIGHT 8.87 82. MEMBER WEIGHT 83. 1013 1501 2013 UNI 8.4 84. 2001 TO 2006 2010 2016 UNI 12.236 85. 20121 20122 20141 20142 UNI 6.118 86. 1001 TO 1006 1010 1016 UNI 13.55 87. 1014 UNI 6.78 88. 1013 1501 2013 UNI 10 89. FLOOR WEIGHT

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 3 **NOTE** about Floor/OneWay Loads/Weights. Please note that depending on the shape of the floor you may have to break up the FLOOR/ONEWAY LOAD into multiple commands. For details please refer to Technical Reference Manual Section 5.32.4.2 Note d and/or "5.32.4.3 Note f. 90. LOAD 1 LOADTYPE SEISMIC TITLE EQ +X 91. 1893 LOAD X 1 92. LOAD 2 LOADTYPE SEISMIC TITLE EQ -X 93. 1893 LOAD X -1. 94. LOAD 3 LOADTYPE SEISMIC TITLE EQ +Z 95. 1893 LOAD Z 1 96. LOAD 4 LOADTYPE SEISMIC TITLE EQ -Z 97. 1893 LOAD Z -1. 98. LOAD 5 LOADTYPE DEAD TITLE DL 99. SELFWEIGHT Y -1 100. MEMBER LOAD 101. 2001 TO 2006 2010 2016 UNI GY -12.236 102. 20121 20122 20141 20142 UNI GY -6.118 103. 1001 TO 1006 1010 1016 UNI GY -13.55 104. 1014 UNI GY -6.78 105. 1013 1501 2013 UNI GY -10 106. JOINT LOAD 107. 55 TO 58 FY -1.8 108. 49 TO 52 FY -5.7 109. 45 TO 48 FY -3.9 110. FLOOR LOAD 111. _F1 FLOAD -6 GY 112. LOAD 6 LOADTYPE LIVE TITLE LL 113. JOINT LOAD 114. 55 TO 58 FY -4.17 115. 49 TO 52 FY -13 116. 45 TO 48 FY -8.87 117. MEMBER LOAD 118. 1013 1501 2013 UNI GY -8.4 119. FLOOR LOAD 120. _F1 FLOAD -5 GY 121. LOAD COMB 7 1.5(LL+DL)

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 4 122. 5 1.5 6 1.5 123. LOAD COMB 8 1.2DL+0.6LL+1.2EQ+X 124. 5 1.2 6 0.6 1 1.2 125. LOAD COMB 9 1.2DL+0.6LL+1.2EQ-X 126. 2 1.2 5 1.2 6 0.6 127. LOAD COMB 10 1.2DL+0.6LL+1.2EQ+Z 128. 6 0.6 3 1.2 5 1.2 129. LOAD COMB 11 1.2DL+0.6LL+1.2EQ-Z 130. 4 1.2 5 1.2 6 0.6 131. LOAD COMB 12 1.5(DL+EQ)+X 132. 1 1.5 5 1.5 133. LOAD COMB 13 1.5(DL+EQ)-X 134. 2 1.5 5 1.5 135. LOAD COMB 14 1.5(DL+EQ)+Z 136. 3 1.5 5 1.5 137. LOAD COMB 15 1.5(DL+EQ)-Z 138. 4 1.5 5 1.5 139. LOAD COMB 16 0.9DL+1.5EQ+X 140. 5 0.9 1 1.5 141. LOAD COMB 17 0.9DL+1.5EQ-X 142. 2 1.5 5 0.9 143. LOAD COMB 18 0.9DL+1.5EQ+Z 144. 5 0.9 3 1.5 145. LOAD COMB 19 0.9DL+1.5EQ-Z 146. 4 1.5 5 0.9 147. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS 64 NUMBER OF MEMBERS 107 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 14 SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 300 TOTAL LOAD COMBINATION CASES = 13 SO FAR.

**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS CHANGE.

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 5 ********************************************************* * * * TIME PERIOD FOR X 1893 LOADING = 0.50000 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 * * VB PER 1893= 0.0900 X 1926.47= 173.38 KN * * * ********************************************************* ********************************************************* * * * TIME PERIOD FOR X 1893 LOADING = 0.50000 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR=-1.000 * * VB PER 1893= 0.0900 X 1926.47= -173.38 KN * * * ********************************************************* ********************************************************* * * * TIME PERIOD FOR Z 1893 LOADING = 0.50000 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 * * VB PER 1893= 0.0900 X 1926.47= 173.38 KN * * * ********************************************************* ********************************************************* * * * TIME PERIOD FOR Z 1893 LOADING = 0.50000 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR=-1.000 * * VB PER 1893= 0.0900 X 1926.47= -173.38 KN * * * ********************************************************* 148. PRINT SUPPORT REACTION LIST 1 TO 26 30 TO 41 45 TO 66

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 6

SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 -13.76 -37.62 0.82 1.58 0.36 24.92 2 13.76 37.62 -0.82 -1.58 -0.36 -24.92 3 -0.13 -13.34 -18.73 -37.30 0.51 0.24 4 0.13 13.34 18.73 37.30 -0.51 -0.24 5 4.14 182.81 12.95 6.49 -0.02 -2.35 6 0.08 28.42 -1.37 -0.78 0.01 -0.12 7 6.32 316.84 17.37 8.57 -0.01 -3.70 8 -11.50 191.27 15.70 9.22 0.41 27.02 9 21.52 281.57 13.74 5.42 -0.44 -32.80 10 4.86 220.42 -7.76 -37.44 0.60 -2.60 11 5.16 252.42 37.20 52.09 -0.63 -3.18 12 -14.44 217.78 20.65 12.11 0.51 33.86 13 26.84 330.64 18.20 7.36 -0.56 -40.91 14 6.02 254.20 -8.67 -46.22 0.74 -3.16 15 6.39 294.21 47.53 65.69 -0.80 -3.89 16 -16.92 108.09 12.88 8.22 0.52 35.27 17 24.36 220.96 10.43 3.47 -0.55 -39.50 18 3.53 144.52 -16.45 -50.11 0.75 -1.75 19 3.91 184.53 39.76 61.80 -0.79 -2.48 2 1 -18.46 22.82 0.07 0.14 0.10 27.62 2 18.46 -22.82 -0.07 -0.14 -0.10 -27.62 3 -0.17 -13.86 -14.05 -36.79 0.33 0.27 4 0.17 13.86 14.05 36.79 -0.33 -0.27 5 5.37 258.27 -3.21 -1.05 -0.01 -3.10 6 -0.51 63.51 -2.98 -1.20 -0.01 0.23 7 7.28 482.67 -9.29 -3.38 -0.03 -4.30 8 -16.02 375.42 -5.55 -1.82 0.09 29.57 9 28.29 320.65 -5.73 -2.14 -0.14 -36.73 10 5.93 331.40 -22.51 -46.13 0.37 -3.26 11 6.34 364.67 11.22 42.17 -0.42 -3.90 12 -19.65 421.64 -4.71 -1.37 0.12 36.79 13 35.74 353.18 -4.93 -1.77 -0.17 -46.08 14 7.79 366.61 -25.89 -56.76 0.47 -4.25 15 8.31 408.20 16.26 53.62 -0.51 -5.05 16 -22.86 266.68 -2.78 -0.74 0.13 38.65 17 32.52 198.22 -3.00 -1.15 -0.16 -44.23 18 4.57 211.65 -23.97 -56.13 0.48 -2.39 19 5.09 253.24 18.19 54.24 -0.51 -3.19 3 1 -18.46 -23.01 -0.23 -0.55 0.11 27.63 2 18.46 23.01 0.23 0.55 -0.11 -27.63 3 -0.16 -14.72 -13.82 -36.65 -0.31 0.26 4 0.16 14.72 13.82 36.65 0.31 -0.26 5 -5.29 276.90 4.61 2.67 0.05 2.97 6 0.55 63.71 -2.78 -0.95 0.01 -0.29 7 -7.12 510.92 2.75 2.59 0.09 4.02 8 -28.17 342.90 3.59 1.98 0.19 36.54


SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 9 16.14 398.12 4.14 3.29 -0.06 -29.76 10 -6.21 352.84 -12.72 -41.34 -0.31 3.70 11 -5.83 388.17 20.46 46.61 0.44 3.08 12 -35.63 380.84 6.58 3.18 0.24 45.90 13 19.76 449.86 7.27 4.83 -0.09 -36.99 14 -8.18 393.27 -13.82 -50.96 -0.39 4.84 15 -7.69 437.43 27.66 58.98 0.54 4.07 16 -32.45 214.70 3.81 1.58 0.21 44.12 17 22.93 283.72 4.50 3.23 -0.12 -38.77 18 -5.00 227.13 -16.58 -52.57 -0.42 3.06 19 -4.52 271.29 24.89 57.37 0.51 2.29 4 1 -13.80 37.38 -0.93 -2.11 0.41 24.95 2 13.80 -37.38 0.93 2.11 -0.41 -24.95 3 -0.11 -13.46 -11.27 -31.81 -0.20 0.22 4 0.11 13.46 11.27 31.81 0.20 -0.22 5 -4.09 182.49 13.49 6.60 0.06 2.24 6 -0.04 28.21 -1.25 -0.63 0.01 0.05 7 -6.18 316.06 18.36 8.95 0.11 3.43 8 -21.48 280.77 14.32 5.01 0.58 32.65 9 11.63 191.07 16.55 10.07 -0.41 -27.22 10 -5.06 219.77 1.91 -30.63 -0.15 2.98 11 -4.80 252.07 28.96 45.71 0.32 2.45 12 -26.83 329.80 18.84 6.74 0.71 40.78 13 14.57 217.67 21.62 13.06 -0.52 -34.06 14 -6.29 253.56 3.33 -37.81 -0.20 3.69 15 -5.97 293.92 37.13 57.62 0.39 3.03 16 -24.37 220.31 10.75 2.78 0.67 39.43 17 17.02 108.18 13.53 9.10 -0.56 -35.40 18 -3.84 144.06 -4.76 -41.77 -0.24 2.34 19 -3.52 184.43 29.04 53.66 0.35 1.68 5 1 -10.53 -33.33 1.00 1.73 0.29 20.20 2 10.53 33.33 -1.00 -1.73 -0.29 -20.20 3 -0.08 -41.68 -22.89 -40.77 0.13 0.17 4 0.08 41.68 22.89 40.77 -0.13 -0.17 5 4.50 210.77 -13.86 -8.36 0.02 -2.74 6 0.33 44.21 0.64 -0.14 -0.01 -0.31 7 7.25 382.47 -19.84 -12.74 0.02 -4.56 8 -7.04 239.45 -15.05 -8.04 0.38 20.78 9 18.24 319.45 -17.45 -12.19 -0.33 -27.71 10 5.51 229.43 -43.72 -59.04 0.18 -3.26 11 5.69 329.47 11.22 38.81 -0.14 -3.67 12 -9.06 266.16 -19.29 -9.94 0.47 26.20 13 22.55 366.16 -22.28 -15.14 -0.41 -34.41 14 6.63 253.63 -55.13 -73.69 0.23 -3.84 15 6.86 378.68 13.55 48.61 -0.17 -4.36 16 -11.75 139.69 -10.98 -4.93 0.46 27.84


SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 17 19.85 239.69 -13.97 -10.12 -0.42 -32.77 18 3.93 127.17 -46.81 -68.68 0.22 -2.20 19 4.16 252.22 21.87 53.63 -0.18 -2.72 6 1 -14.79 21.00 -0.01 0.11 0.36 22.59 2 14.79 -21.00 0.01 -0.11 -0.36 -22.59 3 -0.17 -21.43 -19.64 -39.84 0.17 0.22 4 0.17 21.43 19.64 39.84 -0.17 -0.22 5 4.84 322.89 6.80 2.74 0.03 -2.98 6 -1.01 113.08 5.57 2.43 0.01 0.46 7 5.76 653.95 18.56 7.75 0.06 -3.78 8 -12.54 480.51 11.49 4.87 0.47 23.80 9 22.96 430.12 11.52 4.61 -0.39 -30.41 10 5.01 429.59 -12.06 -43.07 0.24 -3.04 11 5.41 481.03 35.07 52.55 -0.16 -3.57 12 -14.92 515.83 10.19 4.27 0.59 29.40 13 29.45 452.83 10.22 3.94 -0.50 -38.36 14 7.01 452.18 -19.26 -55.66 0.30 -4.14 15 7.52 516.48 39.66 63.87 -0.21 -4.81 16 -17.83 322.10 6.11 2.63 0.57 31.19 17 26.54 259.10 6.14 2.30 -0.52 -36.56 18 4.11 258.45 -23.34 -57.30 0.28 -2.35 19 4.61 322.75 35.58 62.23 -0.23 -3.02 7 1 -14.35 -23.37 -0.21 -0.56 0.37 22.17 2 14.35 23.37 0.21 0.56 -0.37 -22.17 3 -0.19 -21.56 -19.42 -39.69 0.03 0.24 4 0.19 21.56 19.42 39.69 -0.03 -0.24 5 -4.69 326.60 -3.82 -3.04 0.00 2.50 6 0.85 100.34 3.23 1.31 0.00 -0.46 7 -5.76 640.42 -0.89 -2.59 0.00 3.06 8 -22.34 424.08 -2.91 -3.53 0.45 29.32 9 12.11 480.17 -2.40 -2.19 -0.44 -23.87 10 -5.35 426.26 -25.96 -50.49 0.03 3.01 11 -4.88 478.00 20.66 44.76 -0.03 2.44 12 -28.56 454.84 -6.06 -5.40 0.56 37.00 13 14.50 524.96 -5.42 -3.72 -0.55 -29.50 14 -7.32 457.56 -34.87 -64.09 0.04 4.11 15 -6.74 522.24 23.40 54.97 -0.03 3.40 16 -25.75 258.88 -3.76 -3.57 0.56 35.50 17 17.31 329.00 -3.12 -1.90 -0.55 -31.00 18 -4.51 261.60 -32.58 -62.27 0.04 2.61 19 -3.93 326.28 25.69 56.80 -0.03 1.89 8 1 -23.37 -5.35 -1.22 -2.27 0.22 25.14 2 23.37 5.35 1.22 2.27 -0.22 -25.14 3 -0.28 -20.02 -17.60 -34.98 -1.64 0.29 4 0.28 20.02 17.60 34.98 1.64 -0.29 5 -3.65 209.36 -12.90 -7.90 -0.18 1.87


SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 6 -0.27 42.81 1.19 0.27 -0.02 0.16 7 -5.88 378.26 -17.57 -11.45 -0.31 3.05 8 -32.58 270.50 -16.23 -12.05 0.03 32.51 9 23.50 283.34 -13.30 -6.59 -0.49 -27.83 10 -4.88 252.90 -35.89 -51.30 -2.20 2.69 11 -4.21 300.95 6.35 32.66 1.74 1.99 12 -40.53 306.02 -21.19 -15.26 0.05 40.51 13 29.58 322.07 -17.52 -8.44 -0.60 -34.91 14 -5.89 284.01 -45.76 -64.33 -2.73 3.24 15 -5.05 344.08 7.05 40.63 2.19 2.37 16 -38.34 180.40 -13.44 -10.52 0.16 39.39 17 31.77 196.45 -9.78 -3.70 -0.49 -36.03 18 -3.70 158.39 -38.01 -59.59 -2.62 2.12 19 -2.87 218.46 14.79 45.37 2.30 1.25 9 1 -5.87 -23.62 0.30 0.38 0.08 8.55 2 5.87 23.62 -0.30 -0.38 -0.08 -8.55 3 -0.09 54.68 -6.85 -8.99 0.03 0.03 4 0.09 -54.68 6.85 8.99 -0.03 -0.03 5 0.67 44.43 0.27 -0.02 0.00 -0.45 6 0.18 14.86 0.20 0.01 -0.01 -0.12 7 1.28 88.94 0.71 -0.01 -0.02 -0.86 8 -6.13 33.90 0.80 0.44 0.09 9.65 9 7.95 90.58 0.09 -0.47 -0.11 -10.88 10 0.80 127.85 -7.78 -10.81 0.03 -0.57 11 1.02 -3.38 8.67 10.78 -0.05 -0.65 12 -7.79 31.22 0.85 0.55 0.12 12.15 13 9.81 102.08 -0.04 -0.60 -0.13 -13.51 14 0.87 148.67 -9.87 -13.51 0.04 -0.63 15 1.15 -15.37 10.69 13.47 -0.05 -0.73 16 -8.19 4.56 0.69 0.56 0.12 12.43 17 9.40 75.42 -0.20 -0.59 -0.13 -13.24 18 0.47 122.01 -10.04 -13.51 0.05 -0.36 19 0.74 -42.03 10.52 13.48 -0.05 -0.45 10 1 -8.67 13.32 0.03 0.04 0.05 10.18 2 8.67 -13.32 -0.03 -0.04 -0.05 -10.18 3 -0.02 35.55 -7.72 -9.57 0.05 0.00 4 0.02 -35.55 7.72 9.57 -0.05 0.00 5 0.35 89.40 -2.88 -1.84 0.00 -0.27 6 -0.25 41.59 -1.94 -1.23 0.00 0.12 7 0.16 196.48 -7.22 -4.61 0.00 -0.22 8 -10.13 148.21 -4.58 -2.90 0.06 11.97 9 10.68 116.25 -4.65 -2.99 -0.07 -12.46 10 0.25 174.89 -13.88 -14.43 0.06 -0.25 11 0.31 89.57 4.65 8.54 -0.06 -0.25 12 -12.48 154.07 -4.27 -2.70 0.08 14.86 13 13.54 114.12 -4.36 -2.82 -0.08 -15.67


SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 14 0.49 187.42 -15.90 -17.12 0.08 -0.41 15 0.57 80.77 7.27 11.60 -0.08 -0.40 16 -12.69 100.43 -2.54 -1.60 0.08 15.03 17 13.33 60.48 -2.64 -1.71 -0.08 -15.51 18 0.28 133.78 -14.18 -16.01 0.08 -0.25 19 0.35 27.13 9.00 12.70 -0.08 -0.24 11 1 -8.60 -13.14 -0.12 -0.15 0.05 10.12 2 8.60 13.14 0.12 0.15 -0.05 -10.12 3 -0.02 36.10 -7.71 -9.55 -0.09 0.00 4 0.02 -36.10 7.71 9.55 0.09 0.00 5 -0.32 77.32 -0.64 -0.54 -0.01 0.13 6 0.16 31.42 -0.22 -0.21 0.00 -0.10 7 -0.23 163.11 -1.29 -1.13 -0.01 0.04 8 -10.60 95.87 -1.04 -0.95 0.05 12.25 9 10.04 127.41 -0.76 -0.60 -0.07 -12.05 10 -0.31 154.96 -10.16 -12.24 -0.11 0.10 11 -0.25 68.32 8.35 10.69 0.10 0.09 12 -13.37 96.27 -1.14 -1.03 0.06 15.38 13 12.42 135.69 -0.78 -0.59 -0.08 -14.99 14 -0.51 170.13 -12.53 -15.14 -0.14 0.20 15 -0.44 61.84 10.61 13.52 0.12 0.19 16 -13.18 49.88 -0.76 -0.71 0.07 15.30 17 12.61 89.30 -0.40 -0.27 -0.08 -15.07 18 -0.32 123.74 -12.14 -14.81 -0.14 0.12 19 -0.25 15.44 10.99 13.84 0.13 0.11 12 1 -6.10 22.78 -0.42 -0.52 0.07 8.67 2 6.10 -22.78 0.42 0.52 -0.07 -8.67 3 -0.04 34.26 -6.53 -8.25 0.03 0.02 4 0.04 -34.26 6.53 8.25 -0.03 -0.02 5 -0.38 37.11 -0.25 -0.29 0.00 0.17 6 -0.02 12.47 -0.10 -0.13 0.00 0.01 7 -0.59 74.37 -0.53 -0.64 0.01 0.26 8 -7.79 79.35 -0.87 -1.06 0.09 10.61 9 6.86 24.68 0.14 0.20 -0.08 -10.20 10 -0.52 93.13 -8.20 -10.33 0.04 0.23 11 -0.41 10.90 7.46 9.47 -0.03 0.18 12 -9.72 89.84 -1.01 -1.23 0.11 13.26 13 8.59 21.50 0.25 0.35 -0.11 -12.75 14 -0.63 107.07 -10.17 -12.81 0.05 0.28 15 -0.50 4.27 9.41 11.93 -0.04 0.22 16 -9.50 67.57 -0.85 -1.05 0.11 13.16 17 8.82 -0.77 0.40 0.52 -0.11 -12.85 18 -0.40 84.80 -10.02 -12.64 0.05 0.18 19 -0.28 -18.00 9.56 12.11 -0.05 0.12 13 1 -14.01 40.91 0.49 0.31 -0.60 16.21 2 14.01 -40.91 -0.49 -0.31 0.60 -16.21


SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 3 -0.46 12.34 -3.41 -4.02 -1.46 0.31 4 0.46 -12.34 3.41 4.02 1.46 -0.31 5 -1.53 17.63 -0.52 -0.40 -0.20 0.90 6 -0.10 1.16 -0.09 -0.12 -0.03 0.09 7 -2.44 28.18 -0.91 -0.79 -0.34 1.47 8 -18.70 70.95 -0.09 -0.19 -0.98 20.58 9 14.91 -27.24 -1.26 -0.93 0.47 -18.33 10 -2.45 36.66 -4.77 -5.38 -2.01 1.50 11 -1.34 7.05 3.42 4.26 1.50 0.75 12 -23.31 87.82 -0.04 -0.15 -1.20 25.66 13 18.72 -34.92 -1.51 -1.07 0.61 -22.97 14 -2.99 44.95 -5.89 -6.63 -2.49 1.82 15 -1.60 7.94 4.34 5.42 1.90 0.87 16 -22.39 77.24 0.27 0.10 -1.08 25.12 17 19.63 -45.50 -1.20 -0.82 0.73 -23.51 18 -2.07 34.37 -5.58 -6.39 -2.37 1.28 19 -0.68 -2.64 4.65 5.66 2.02 0.34 14 1 -2.60 1.23 0.44 0.28 -1.12 8.84 2 2.60 -1.23 -0.44 -0.28 1.12 -8.84 3 1.93 -12.86 -3.72 -4.14 -0.60 -3.49 4 -1.93 12.86 3.72 4.14 0.60 3.49 5 0.07 9.93 -0.04 -0.23 -0.11 -0.27 6 0.04 -0.43 -0.09 -0.12 -0.04 -0.08 7 0.16 14.26 -0.20 -0.53 -0.22 -0.52 8 -3.02 13.14 0.42 -0.01 -1.50 10.24 9 3.23 10.18 -0.63 -0.69 1.19 -10.97 10 2.41 -3.77 -4.57 -5.32 -0.88 -4.56 11 -2.21 27.09 4.36 4.61 0.57 3.83 12 -3.80 16.74 0.59 0.08 -1.85 12.86 13 4.00 13.04 -0.71 -0.78 1.51 -13.66 14 2.99 -4.39 -5.64 -6.55 -1.07 -5.64 15 -2.79 34.18 5.52 5.86 0.74 4.84 16 -3.84 10.79 0.62 0.22 -1.78 13.02 17 3.96 7.09 -0.69 -0.64 1.58 -13.50 18 2.95 -10.35 -5.62 -6.41 -1.01 -5.48 19 -2.83 28.22 5.55 6.00 0.81 5.00 ************** END OF LATEST ANALYSIS RESULT ************** 149. START CONCRETE DESIGN

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 12 150. CODE IS13920 151. CLEAR 0.025 MEMB 1001 TO 1019 1501 2001 TO 2011 2013 2015 TO 2020 - 152. 3001 TO 3017 20121 20122 20141 20142 153. CLEAR 0.04 MEMB 101 TO 114 158 199 TO 212 255 258 259 301 TO 312 355 TO 358 154. FC 20000 ALL 155. FYMAIN 415000 ALL 156. FYSEC 415000 ALL 157. DESIGN BEAM 1001 TO 1019 1501 2001 TO 2011 2013 2015 TO 2020 3001 TO 3017 - 158. 20121 20122 20141 20142

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 13 *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1001. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1001 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 609.67 168.94 168.94 168.94 675.75 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 304.84 231.20 168.94 174.74 337.88 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 6-12í 2-12í 2-12í 2-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 3-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 679.0 mm AWAY FROM START SUPPORT VY = 37.03 MX = 0.83 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 679.0 mm AWAY FROM END SUPPORT VY = -41.68 MX = 0.66 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1002. DEFAULT VALUE WILL BE USED.

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 14 ============================================================================ B E A M N O. 1002 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 4800.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 799.91 199.98 199.98 199.98 798.43 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 399.95 199.98 264.68 199.98 399.21 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 4-16í 2-16í 2-16í 2-16í 4-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 684.0 mm AWAY FROM START SUPPORT VY = 47.08 MX = -0.20 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 684.0 mm AWAY FROM END SUPPORT VY = -46.99 MX = -0.25 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1003. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1003 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 15 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 670.88 167.72 167.72 167.72 604.13 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 335.44 169.84 167.72 225.93 302.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 6-12í 2-12í 2-12í 2-12í 6-12í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 3-12í 2-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 679.0 mm AWAY FROM START SUPPORT VY = 41.71 MX = -0.33 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 679.0 mm AWAY FROM END SUPPORT VY = -37.00 MX = -0.53 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1004. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1004 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm ***WARNING: SINGLY OVER-REINFORCED SECTION BEING BRITTLE SHOULD ALWAYS BE AVOIDED IN EARTHQUAKE RESISTANT DESIGN. MODIFY SECTION DIMENSION.

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 16 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 549.93 160.61 160.61 160.61 612.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 274.97 202.38 160.61 160.61 306.47 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) ---------------------------------------------------------------------------- *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1005. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1005 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 4800.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 776.76 194.19 194.19 194.19 768.12 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 388.38 194.19 260.09 194.19 384.06 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ----------------------------------------------------------------------------

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 17 SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 10-10í 3-10í 3-10í 3-10í 10-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 5-10í 3-10í 4-10í 3-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT VY = 45.91 MX = 0.29 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT VY = -45.66 MX = 0.23 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1006. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1006 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm ***WARNING: SINGLY OVER-REINFORCED SECTION BEING BRITTLE SHOULD ALWAYS BE AVOIDED IN EARTHQUAKE RESISTANT DESIGN. MODIFY SECTION DIMENSION. SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 612.09 160.61 160.61 160.61 523.93 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 306.04 160.61 160.61 194.16 261.96 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ----------------------------------------------------------------------------

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 18 SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) ---------------------------------------------------------------------------- *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1007. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1007 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 246.41 160.61 160.61 160.61 222.31 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 208.58 160.01 160.01 160.01 184.44 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 4-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 19 SHEAR DESIGN RESULTS AT 690.0 mm AWAY FROM START SUPPORT VY = 13.96 MX = 0.68 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 690.0 mm AWAY FROM END SUPPORT VY = -14.12 MX = 0.55 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1008. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1008 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 4800.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 169.60 160.01 160.01 160.01 166.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM START SUPPORT VY = 8.63 MX = -0.26 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM END SUPPORT VY = -8.49 MX = -0.30 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1009. DEFAULT VALUE WILL BE USED.

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 20 ============================================================================ B E A M N O. 1009 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 218.52 160.61 160.61 160.61 227.80 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 173.43 160.01 160.01 160.01 202.04 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 3-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 690.0 mm AWAY FROM START SUPPORT VY = 14.25 MX = 0.00 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 690.0 mm AWAY FROM END SUPPORT VY = -13.47 MX = -0.13 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1010. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1010 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 5510.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 21 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1377.5 mm 2755.0 mm 4132.5 mm 5510.0 mm ---------------------------------------------------------------------------- TOP 899.97 226.60 226.60 226.60 906.41 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 449.98 226.60 352.71 226.60 453.20 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1377.5 mm 2755.0 mm 4132.5 mm 5510.0 mm ---------------------------------------------------------------------------- TOP 3-20í 2-20í 2-20í 2-20í 3-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 6-10í 3-10í 5-10í 3-10í 6-10í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 755.0 mm AWAY FROM START SUPPORT VY = 50.32 MX = 0.00 LD= 15 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 755.0 mm AWAY FROM END SUPPORT VY = -50.54 MX = -0.01 LD= 14 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1011. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1011 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2775.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 22 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 308.66 160.61 160.61 160.61 270.30 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 237.19 160.61 160.61 160.61 224.07 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 4-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM START SUPPORT VY = 18.06 MX = -0.18 LD= 15 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1012. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1012 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 5510.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 23 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1377.5 mm 2755.0 mm 4132.5 mm 5510.0 mm ---------------------------------------------------------------------------- TOP 246.21 160.61 160.61 160.61 250.33 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1377.5 mm 2755.0 mm 4132.5 mm 5510.0 mm ---------------------------------------------------------------------------- TOP 4-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM START SUPPORT VY = 10.31 MX = -0.04 LD= 15 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT VY = -10.59 MX = -0.05 LD= 14 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1013. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1013 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2775.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm


Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 25 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1377.5 mm 2755.0 mm 4132.5 mm 5510.0 mm ---------------------------------------------------------------------------- TOP 611.24 160.61 160.61 160.61 611.84 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 305.62 160.61 180.21 160.61 305.92 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1377.5 mm 2755.0 mm 4132.5 mm 5510.0 mm ---------------------------------------------------------------------------- TOP 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 755.0 mm AWAY FROM START SUPPORT VY = 30.71 MX = 0.02 LD= 15 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 755.0 mm AWAY FROM END SUPPORT VY = -30.90 MX = 0.00 LD= 14 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1015. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1015 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2775.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 26 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 294.90 160.61 160.61 160.61 278.78 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 279.26 160.61 160.61 160.61 225.72 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 4-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 4-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM START SUPPORT VY = 17.52 MX = 0.38 LD= 15 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1016. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1016 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 5510.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm



Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 29 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 432.5 mm 865.0 mm 1297.5 mm 1730.0 mm ---------------------------------------------------------------------------- TOP 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 432.5 mm 865.0 mm 1297.5 mm 1730.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 100 mm c/c @ 110 mm c/c @ 100 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM START SUPPORT VY = 10.40 MX = 1.10 LD= 14 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM END SUPPORT VY = 9.50 MX = 1.10 LD= 14 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1019. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1019 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2087.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 30 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 521.8 mm 1043.5 mm 1565.3 mm 2087.0 mm ---------------------------------------------------------------------------- TOP 357.41 163.59 160.61 160.61 320.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 312.45 160.01 160.01 160.01 325.04 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 521.8 mm 1043.5 mm 1565.3 mm 2087.0 mm ---------------------------------------------------------------------------- TOP 5-10í 3-10í 3-10í 3-10í 5-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-12í 2-12í 2-12í 2-12í 3-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 100 mm c/c @ 110 mm c/c @ 100 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 690.0 mm AWAY FROM START SUPPORT VY = 28.84 MX = 0.15 LD= 12 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 690.0 mm AWAY FROM END SUPPORT VY = 27.07 MX = 0.15 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 1501. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 1501 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2775.0 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0 mm








Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 38 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 220.09 220.09 220.09 220.09 269.85 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 219.50 219.50 219.50 219.50 219.50 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 3-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 890.0 mm AWAY FROM START SUPPORT VY = -16.44 MX = 0.54 LD= 12 Provide 2 Legged 8í @ 130 mm c/c SHEAR DESIGN RESULTS AT 890.0 mm AWAY FROM END SUPPORT VY = -20.74 MX = 0.54 LD= 12 Provide 2 Legged 8í @ 130 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 2008. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 2008 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 4800.0 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0 mm









Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 47 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 432.5 mm 865.0 mm 1297.5 mm 1730.0 mm ---------------------------------------------------------------------------- TOP 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 432.5 mm 865.0 mm 1297.5 mm 1730.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 100 mm c/c @ 110 mm c/c @ 100 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM START SUPPORT VY = -8.69 MX = -1.61 LD= 15 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM END SUPPORT VY = -9.59 MX = -1.61 LD= 15 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 2019. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 2019 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2087.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm ***WARNING: SINGLY OVER-REINFORCED SECTION BEING BRITTLE SHOULD ALWAYS BE AVOIDED IN EARTHQUAKE RESISTANT DESIGN. MODIFY SECTION DIMENSION.

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 48 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 521.8 mm 1043.5 mm 1565.3 mm 2087.0 mm ---------------------------------------------------------------------------- TOP 440.85 160.61 160.61 265.97 552.54 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 370.15 157.63 157.63 331.18 616.04 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 521.8 mm 1043.5 mm 1565.3 mm 2087.0 mm ---------------------------------------------------------------------------- TOP 4-12í 2-12í 2-12í 3-12í 5-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) ---------------------------------------------------------------------------- *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 2020. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 2020 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 4800.0 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 220.18 219.50 219.50 219.50 223.05 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 217.12 555.56 913.16 553.78 217.12 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ----------------------------------------------------------------------------

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 49 SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-20í 2-20í 3-20í 2-20í 2-20í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 3001. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 3001 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 199.11 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 50 SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM START SUPPORT VY = 12.14 MX = 0.30 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM END SUPPORT VY = -10.04 MX = 0.11 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 3002. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 3002 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 4800.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 1200.0 mm 2400.0 mm 3600.0 mm 4800.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM START SUPPORT VY = 7.99 MX = -0.02 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM END SUPPORT VY = -7.93 MX = -0.01 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 3003. DEFAULT VALUE WILL BE USED.

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 51 ============================================================================ B E A M N O. 3003 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 160.01 160.01 160.01 160.01 198.91 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 160.01 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 770.0 mm 1540.0 mm 2310.0 mm 3080.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM START SUPPORT VY = 9.99 MX = -0.11 LD= 13 Provide 2 Legged 8í @ 110 mm c/c SHEAR DESIGN RESULTS AT 688.0 mm AWAY FROM END SUPPORT VY = -12.15 MX = -0.29 LD= 12 Provide 2 Legged 8í @ 100 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 3004. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 3004 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3080.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm








Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 59 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 167.24 160.01 160.01 160.01 170.64 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.01 160.01 160.01 160.01 221.49 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 763.0 mm AWAY FROM END SUPPORT VY = 10.92 MX = 0.23 LD= 14 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 3012. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 3012 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 5510.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm


Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 61 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 188.33 160.61 160.61 160.61 160.61 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.61 160.61 160.61 160.61 243.42 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 763.0 mm AWAY FROM END SUPPORT VY = 12.06 MX = 0.42 LD= 14 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 3014. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 3014 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 5510.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm


Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 63 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 196.96 160.61 160.61 160.61 168.32 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.61 160.61 160.61 160.61 256.04 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 3-10í 3-10í 4-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 763.0 mm AWAY FROM END SUPPORT VY = 12.66 MX = -0.45 LD= 14 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 3016. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 3016 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 5510.0 mm SIZE: 230.0 mm X 300.0 mm COVER: 25.0 mm


Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 65 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 186.56 160.61 160.61 160.61 179.35 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 160.61 160.61 160.61 160.61 234.22 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 693.7 mm 1387.5 mm 2081.2 mm 2775.0 mm ---------------------------------------------------------------------------- TOP 2-12í 2-12í 2-12í 2-12í 2-12í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 3-10í 3-10í 3-10í 3-10í 3-10í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í REINF. @ 100 mm c/c @ 110 mm c/c @ 110 mm c/c @ 110 mm c/c @ 100 mm c/c ---------------------------------------------------------------------------- SHEAR DESIGN RESULTS AT DISTANCE 2d (TWICE EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT SHEAR DESIGN RESULTS AT 763.0 mm AWAY FROM END SUPPORT VY = 11.87 MX = -0.29 LD= 14 Provide 2 Legged 8í @ 110 mm c/c *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 20121. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 20121 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2755.0 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0 mm ***WARNING: SINGLY OVER-REINFORCED SECTION BEING BRITTLE SHOULD ALWAYS BE AVOIDED IN EARTHQUAKE RESISTANT DESIGN. MODIFY SECTION DIMENSION.

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 66 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 688.8 mm 1377.5 mm 2066.2 mm 2755.0 mm ---------------------------------------------------------------------------- TOP 1620.65 686.31 405.16 405.16 635.30 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 858.98 405.16 489.38 1082.89 1408.14 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 688.8 mm 1377.5 mm 2066.2 mm 2755.0 mm ---------------------------------------------------------------------------- TOP 9-16í 4-16í 3-16í 3-16í 4-16í REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) BOTTOM 2-25í 2-25í 2-25í 3-25í 3-25í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) ---------------------------------------------------------------------------- *** WARNING : UDL LOADING IS NOT DEFINED FOR MEMBER # 20122. DEFAULT VALUE WILL BE USED. ============================================================================ B E A M N O. 20122 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 2755.0 mm SIZE: 230.0 mm X 400.0 mm COVER: 25.0 mm ***WARNING: SINGLY OVER-REINFORCED SECTION BEING BRITTLE SHOULD ALWAYS BE AVOIDED IN EARTHQUAKE RESISTANT DESIGN. MODIFY SECTION DIMENSION.



Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 69 SUMMARY OF REINF. AREA (Sq.mm) ---------------------------------------------------------------------------- SECTION 0.0 mm 688.8 mm 1377.5 mm 2066.2 mm 2755.0 mm ---------------------------------------------------------------------------- TOP 621.14 443.67 443.67 823.19 1774.67 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) BOTTOM 1394.28 1030.66 443.67 443.67 1021.48 REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) ---------------------------------------------------------------------------- SUMMARY OF PROVIDED REINF. AREA ---------------------------------------------------------------------------- SECTION 0.0 mm 688.8 mm 1377.5 mm 2066.2 mm 2755.0 mm ---------------------------------------------------------------------------- TOP 4-16í 3-16í 3-16í 5-16í 9-16í REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) BOTTOM 7-16í 6-16í 3-16í 3-16í 6-16í REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) ---------------------------------------------------------------------------- ********************END OF BEAM DESIGN RESULTS******************** 159. DESIGN COLUMN 101 TO 114 158 199 TO 212 255 258 259 301 TO 312 355 TO 358

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 70 ============================================================================ C O L U M N N O. 101 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 1800.0 mm CROSS SECTION: 450.0 mm X 300.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 1 END JOINT: 1 TENSION COLUMN REQD. STEEL AREA : 1080.00 Sq.mm. REQD. CONCRETE AREA: 133920.00 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 12 dia. (1.01%, 1357.17 Sq.mm.) (Equally distributed) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1541.43 Muz1 : 40.80 Muy1 : 65.63 INTERACTION RATIO: 0.63 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 16 END JOINT: 1 Puz : 1625.20 Muz : 62.72 Muy : 102.55 IR: 0.64 ============================================================================

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 71 ============================================================================ C O L U M N N O. 102 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 1800.0 mm CROSS SECTION: 450.0 mm X 300.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 2 END JOINT: 2 TENSION COLUMN REQD. STEEL AREA : 1080.00 Sq.mm. REQD. CONCRETE AREA: 133920.00 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 12 dia. (1.01%, 1357.17 Sq.mm.) (Equally distributed) CONFINING REINFORCEMENT : Provide 10 mm dia. rectangular ties @ 75 mm c/c over a length 450.0 mm from each joint face towards midspan as per Cl. 7.4.6 of IS-13920. 3 number overlapping hoops or a single hoop with crossties are provided along Z direction. (Clause 7.3.2 of IS-13920) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1541.43 Muz1 : 42.20 Muy1 : 68.04 INTERACTION RATIO: 0.66 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 17 END JOINT: 2 Puz : 1625.20 Muz : 68.64 Muy : 111.34 IR: 0.68 ============================================================================







Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 78 ============================================================================ C O L U M N N O. 109 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 1800.0 mm CROSS SECTION: 300.0 mm dia. COVER: 40.0 mm ** GUIDING LOAD CASE: 1 END JOINT: 9 TENSION COLUMN REQD. STEEL AREA : 565.49 Sq.mm. REQD. CONCRETE AREA: 70120.35 Sq.mm. MAIN REINFORCEMENT : Provide 6 - 12 dia. (0.96%, 678.58 Sq.mm.) (Equally distributed) CONFINING REINFORCEMENT : Provide 8 mm dia. circular ties @ 75 mm c/c over a length 450.0 mm from each joint face towards midspan as per Cl. 7.4.6 of IS-13920. TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 120 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 807.09 Muz1 : 18.41 Muy1 : 18.41 INTERACTION RATIO: 0.49 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 19 END JOINT: 9 Puz : 841.27 Muz : 19.67 Muy : 20.30 IR: 0.71 ============================================================================




Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 82 ============================================================================ C O L U M N N O. 113 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 1200.0 mm CROSS SECTION: 300.0 mm X 300.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 2 END JOINT: 14 TENSION COLUMN REQD. STEEL AREA : 720.00 Sq.mm. REQD. CONCRETE AREA: 89280.00 Sq.mm. MAIN REINFORCEMENT : Provide 4 - 16 dia. (0.89%, 804.25 Sq.mm.) (Equally distributed) CONFINING REINFORCEMENT : Provide 12 mm dia. rectangular ties @ 75 mm c/c over a length 450.0 mm from each joint face towards midspan as per Cl. 7.4.6 of IS-13920. TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1027.62 Muz1 : 29.55 Muy1 : 29.55 INTERACTION RATIO: 0.31 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 13 END JOINT: 14 Puz : 1053.08 Muz : 33.92 Muy : 33.92 IR: 0.43 ============================================================================





Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 87 ============================================================================ C O L U M N N O. 201 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 3450.0 mm CROSS SECTION: 450.0 mm X 300.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 13 END JOINT: 30 SHORT COLUMN REQD. STEEL AREA : 1456.10 Sq.mm. REQD. CONCRETE AREA: 133543.89 Sq.mm. MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.19%, 1608.50 Sq.mm.) (Equally distributed) CONFINING REINFORCEMENT : Provide 10 mm dia. rectangular ties @ 75 mm c/c over a length 580.0 mm from each joint face towards midspan as per Cl. 7.4.6 of IS-13920. 2 number overlapping hoops or a single hoop with crossties are provided along Z direction. (Clause 7.3.2 of IS-13920) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1655.11 Muz1 : 70.93 Muy1 : 115.00 INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 13 END JOINT: 30 Puz : 1701.17 Muz : 76.92 Muy : 127.18 IR: 0.91 ============================================================================








Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 95 ============================================================================ C O L U M N N O. 209 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 1725.0 mm CROSS SECTION: 300.0 mm dia. COVER: 40.0 mm ** GUIDING LOAD CASE: 14 END JOINT: 66 SHORT COLUMN REQD. STEEL AREA : 634.50 Sq.mm. REQD. CONCRETE AREA: 70051.33 Sq.mm. MAIN REINFORCEMENT : Provide 6 - 12 dia. (0.96%, 678.58 Sq.mm.) (Equally distributed) CONFINING REINFORCEMENT : Provide 8 mm dia. circular ties @ 75 mm c/c over a length 450.0 mm from each joint face towards midspan as per Cl. 7.4.6 of IS-13920. TIE REINFORCEMENT : Provide 8 mm dia. circular ties @ 120 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 827.95 Muz1 : 28.68 Muy1 : 28.68 INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 14 END JOINT: 66 Puz : 841.27 Muz : 29.40 Muy : 29.10 IR: 0.98 ============================================================================






















Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 117 ============================================================================ C O L U M N N O. 358 D E S I G N R E S U L T S M20 Fe415 (Main) Fe415 (Sec.) LENGTH: 461.0 mm CROSS SECTION: 450.0 mm X 300.0 mm COVER: 40.0 mm ** GUIDING LOAD CASE: 2 END JOINT: 67 TENSION COLUMN REQD. STEEL AREA : 1080.00 Sq.mm. REQD. CONCRETE AREA: 133920.00 Sq.mm. MAIN REINFORCEMENT : Provide 12 - 12 dia. (1.01%, 1357.17 Sq.mm.) (Equally distributed) CONFINING REINFORCEMENT : Provide 10 mm dia. rectangular ties @ 75 mm c/c over a length 450.0 mm from each joint face towards midspan as per Cl. 7.4.6 of IS-13920. 3 number overlapping hoops or a single hoop with crossties are provided along Z direction. (Clause 7.3.2 of IS-13920) TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 150 mm c/c SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET) ---------------------------------------------------------- Puz : 1541.43 Muz1 : 43.74 Muy1 : 70.58 INTERACTION RATIO: 0.18 (as per Cl. 39.6, IS456:2000) SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET) ---------------------------------------------------------- WORST LOAD CASE: 12 END JOINT: 52 Puz : 1625.20 Muz : 56.97 Muy : 93.63 IR: 0.41 ============================================================================ ********************END OF COLUMN DESIGN RESULTS******************** 160. END CONCRETE DESIGN 161. FINISH

Thursday, November 05, 2015, 03:39 PM STAAD SPACE -- PAGE NO. 118 *********** END OF THE STAAD.Pro RUN *********** **** DATE= NOV 5,2015 TIME= 15:38:33 **** ************************************************************ * For technical assistance on STAAD.Pro, please visit * * http://selectservices.bentley.com/en-US/ * * * * Details about additional assistance from * * Bentley and Partners can be found at program menu * * Help->Technical Support * * * * Copyright (c) 1997-2014 Bentley Systems, Inc. * http://www.bentley.com * ************************************************************

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