PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SELECTseries5 * * Version 20.07.10.64 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= APR 22, 2015 * * Time= 15:42:45 * * * * USER ID: Microsoft * **************************************************** 1. STAAD SPACEINPUT FILE: kk.STD 2. START JOB INFORMATION 3. ENGINEER DATE 24-NOV-14 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER MTON 7. JOINT COORDINATES 8. 1 0 0 0; 2 0.5 0 0; 3 1.65 0 0; 4 2.8 0 0; 5 3.95 0 0; 6 5.1 0 0; 7 6.25 0 0 9. 8 7.4 0 0; 9 8.55 0 0; 10 9.7 0 0; 11 10.85 0 0; 12 12 0 0; 13 13.15 0 0 10. 14 14.3 0 0; 15 14.8 0 0; 16 0 0 1.225; 17 0.5 0 1.225; 18 1.65 0 1.225 11. 19 2.8 0 1.225; 20 3.95 0 1.225; 21 5.1 0 1.225; 22 6.25 0 1.225 12. 23 7.4 0 1.225; 24 8.55 0 1.225; 25 9.7 0 1.225; 26 10.85 0 1.225 13. 27 12 0 1.225; 28 13.15 0 1.225; 29 14.3 0 1.225; 30 14.8 0 1.225 14. 31 0 0 2.725; 32 0.5 0 2.725; 33 1.65 0 2.725; 34 2.8 0 2.725; 35 3.95 0 2.725 15. 36 5.1 0 2.725; 37 6.25 0 2.725; 38 7.4 0 2.725; 39 8.55 0 2.725 16. 40 9.7 0 2.725; 41 10.85 0 2.725; 42 12 0 2.725; 43 13.15 0 2.725 17. 44 14.3 0 2.725; 45 14.8 0 2.725; 46 0 0 4.225; 47 0.5 0 4.225 18. 48 1.65 0 4.225; 49 2.8 0 4.225; 50 3.95 0 4.225; 51 5.1 0 4.225 19. 52 6.25 0 4.225; 53 7.4 0 4.225; 54 8.55 0 4.225; 55 9.7 0 4.225 20. 56 10.85 0 4.225; 57 12 0 4.225; 58 13.15 0 4.225; 59 14.3 0 4.225 21. 60 14.8 0 4.225; 61 0 0 5.725; 62 0.5 0 5.725; 63 1.65 0 5.725; 64 2.8 0 5.725 22. 65 3.95 0 5.725; 66 5.1 0 5.725; 67 6.25 0 5.725; 68 7.4 0 5.725 23. 69 8.55 0 5.725; 70 9.7 0 5.725; 71 10.85 0 5.725; 72 12 0 5.725 24. 73 13.15 0 5.725; 74 14.3 0 5.725; 75 14.8 0 5.725; 76 0 0 7.225 25. 77 0.5 0 7.225; 78 1.65 0 7.225; 79 2.8 0 7.225; 80 3.95 0 7.225 26. 81 5.1 0 7.225; 82 6.25 0 7.225; 83 7.4 0 7.225; 84 8.55 0 7.225 27. 85 9.7 0 7.225; 86 10.85 0 7.225; 87 12 0 7.225; 88 13.15 0 7.225 28. 89 14.3 0 7.225; 90 14.8 0 7.225; 91 0 0 8.45; 92 0.5 0 8.45; 93 1.65 0 8.45 29. 94 2.8 0 8.45; 95 3.95 0 8.45; 96 5.1 0 8.45; 97 6.25 0 8.45; 98 7.4 0 8.45 30. 99 8.55 0 8.45; 100 9.7 0 8.45; 101 10.85 0 8.45; 102 12 0 8.45 31. 103 13.15 0 8.45; 104 14.3 0 8.45; 105 14.8 0 8.45 32. MEMBER INCIDENCES 33. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11 34. 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 16 17; 16 17 18; 17 18 19; 18 19 20 35. 19 20 21; 20 21 22; 21 22 23; 22 23 24; 23 24 25; 24 25 26; 25 26 27; 26 27 28 36. 27 28 29; 28 29 30; 29 31 32; 30 32 33; 31 33 34; 32 34 35; 33 35 36; 34 36 37 37. 35 37 38; 36 38 39; 37 39 40; 38 40 41; 39 41 42; 40 42 43; 41 43 44; 42 44 45 38. 43 46 47; 44 47 48; 45 48 49; 46 49 50; 47 50 51; 48 51 52; 49 52 53; 50 53 54 STAAD SPACE -- PAGE NO. 2 39. 51 54 55; 52 55 56; 53 56 57; 54 57 58; 55 58 59; 56 59 60; 57 61 62; 58 62 63 40. 59 63 64; 60 64 65; 61 65 66; 62 66 67; 63 67 68; 64 68 69; 65 69 70; 66 70 71 41. 67 71 72; 68 72 73; 69 73 74; 70 74 75; 71 76 77; 72 77 78; 73 78 79; 74 79 80 42. 75 80 81; 76 81 82; 77 82 83; 78 83 84; 79 84 85; 80 85 86; 81 86 87; 82 87 88 43. 83 88 89; 84 89 90; 85 91 92; 86 92 93; 87 93 94; 88 94 95; 89 95 96; 90 96 97 44. 91 97 98; 92 98 99; 93 99 100; 94 100 101; 95 101 102; 96 102 103; 97 103 104 45. 98 104 105; 99 1 16; 100 16 31; 101 31 46; 102 46 61; 103 61 76; 104 76 91 46. 105 2 17; 106 17 32; 107 32 47; 108 47 62; 109 62 77; 110 77 92; 111 3 18 47. 112 18 33; 113 33 48; 114 48 63; 115 63 78; 116 78 93; 117 4 19; 118 19 34 48. 119 34 49; 120 49 64; 121 64 79; 122 79 94; 123 5 20; 124 20 35; 125 35 50 49. 126 50 65; 127 65 80; 128 80 95; 129 6 21; 130 21 36; 131 36 51; 132 51 66 50. 133 66 81; 134 81 96; 135 7 22; 136 22 37; 137 37 52; 138 52 67; 139 67 82 51. 140 82 97; 141 8 23; 142 23 38; 143 38 53; 144 53 68; 145 68 83; 146 83 98 52. 147 9 24; 148 24 39; 149 39 54; 150 54 69; 151 69 84; 152 84 99; 153 10 25 53. 154 25 40; 155 40 55; 156 55 70; 157 70 85; 158 85 100; 159 11 26; 160 26 41 54. 161 41 56; 162 56 71; 163 71 86; 164 86 101; 165 12 27; 166 27 42; 167 42 57 55. 168 57 72; 169 72 87; 170 87 102; 171 13 28; 172 28 43; 173 43 58; 174 58 73 56. 175 73 88; 176 88 103; 177 14 29; 178 29 44; 179 44 59; 180 59 74; 181 74 89 57. 182 89 104; 183 15 30; 184 30 45; 185 45 60; 186 60 75; 187 75 90; 188 90 105 58. START GROUP DEFINITION 59. MEMBER 60. _END_GIRDER 15 TO 28 71 TO 84 61. _INT_GIRDER 43 TO 56 62. _DECK 99 TO 188 63. _DUMY 1 TO 14 29 TO 42 57 TO 70 85 TO 98 64. JOINT 65. END GROUP DEFINITION 66. DEFINE MATERIAL START 67. ISOTROPIC CONCRETE 68. E 2.21467E+006 69. POISSON 0.17 70. DENSITY 2.40262 71. ALPHA 1E-005 72. DAMP 0.05 73. END DEFINE MATERIAL 74. MEMBER PROPERTY AMERICAN 75. 16 TO 27 72 TO 83 PRIS AX 0.9 AY 0.5 AZ 1.4 IX 0.2181 IY 0.0521 IZ 0.1661 76. 44 TO 55 PRIS AX 1.388 AY 2.95 AZ 1.65 IX 0.8647 IY 0.5509 IZ 0.3138 77. 105 TO 182 PRIS YD 0.25 ZD 1.15 78. 1 TO 15 28 TO 43 56 TO 71 84 TO 104 183 TO 188 PRIS YD 0.25 ZD 0.001 79. CONSTANTS 80. MATERIAL CONCRETE ALL 81. SUPPORTS 82. 47 FIXED BUT MX MY MZ 83. 17 77 FIXED BUT FZ MX MY MZ 84. 29 89 FIXED BUT FX FZ MX MY MZ 85. 59 FIXED BUT FX MX MY MZ 86. DEFINE MOVING LOAD 87. *CL-40R WHEELED; IMPACT FACTOR=1.2; LOAD FACTOR=1.5 88. *5/2*1.22*1.5=4.575 89. TYPE 1 LOAD 4.575 6.405 6.405 10.98 10.98 10.98 90. DIST 3.88 1.22 3.05 4.27 1.07 WID 1.75 91. *CL-40R WHEELED IMPACT FACTOR=1.2; LOAD FACTOR=1.15 92. *5/2*1.22*0.2=0.61 93. TYPE 2 LOAD 3.508 4.911 4.911 8.418 8.418 8.418 94. DIST 3.88 1.22 3.05 4.27 1.07 WID 1.75 STAAD SPACE -- PAGE NO. 3 95. *CL-40R TRACKED IMPACT FACTOR=1.1; LOAD FACTOR=1.5 96. *2/2*1.1*1.5=1.65 97. TYPE 3 LOAD 1.65 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 1.65 98. DIST 0.366 0.366 0.366 0.366 0.366 0.366 0.366 0.366 0.366 0.366 WID 2.18 99. *CL-40R TRACKED IMPACT FACTOR=1.1; LOAD FACTOR=1.15 100. *2/2*1.1*0.2=0.22 101. TYPE 4 LOAD 1.265 2.53 2.53 2.53 2.53 2.53 2.53 2.53 2.53 2.53 1.265 102. DIST 0.366 0.366 0.366 0.366 0.366 0.366 0.366 0.366 0.366 0.366 WID 2.18 103. *CRANE LOAD REFER CALCULATION SHEET LOAD FACTOR=1.5; IMPACT FACTOR=1.1 104. TYPE 5 LOAD 55.1375 55.1375 105. DIST 10.5 106. *CRANE LOAD REFER CALCULATION SHEET LOAD FACTOR=1.15; IMPACT FACTOR=1.1 107. TYPE 6 LOAD 42.272 42.272 108. DIST 10.5 109. LOAD 1 LOADTYPE NONE TITLE GIRDER_END 110. MEMBER LOAD 111. 15 TO 28 71 TO 84 UNI GY -2.25 112. LOAD 2 LOADTYPE NONE TITLE GIRDER_MID 113. MEMBER LOAD 114. 43 TO 56 UNI GY -1.63 115. LOAD 3 LOADTYPE NONE TITLE DECK 116. FLOOR LOAD 117. YRANGE 0 0 FLOAD -0.625 XRANGE 0 14.8 ZRANGE 0 8.45 GY **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. 118. LOAD 4 LOADTYPE NONE TITLE WEARING COARSE 119. FLOOR LOAD 120. YRANGE 0 0 FLOAD -0.11 XRANGE 0 14.8 ZRANGE 0 8.45 GY 121. LOAD 5 LOADTYPE NONE TITLE KERB + RAILING 122. MEMBER LOAD 123. 1 TO 14 85 TO 98 UNI GY -0.8 124. LOAD 6 LOADTYPE NONE TITLE SNOW LOAD(W) 125. FLOOR LOAD 126. YRANGE 0 0 FLOAD -0.225 XRANGE 0 14.8 ZRANGE 0 8.45 GY 127. LOAD 7 LOADTYPE NONE TITLE SNOW LOAD(T) 128. FLOOR LOAD 129. YRANGE 0 0 FLOAD -0.45 XRANGE 0 14.8 ZRANGE 0 8.45 GY 130. LOAD 8 LOADTYPE NONE TITLE WIND WITHOUT LL 131. FLOOR LOAD STAAD SPACE -- PAGE NO. 4 132. YRANGE 0 0 FLOAD -0.114 XRANGE 0 14.8 ZRANGE 0 8.45 GY 133. LOAD 9 LOADTYPE NONE TITLE WIND WITH LL 134. FLOOR LOAD 135. YRANGE 0 0 FLOAD -0.097 XRANGE 0 14.8 ZRANGE 0 8.45 GY 136. LOAD 10 LOADTYPE NONE TITLE 1.35(DL+SIDL+SNL(T)) + 1.5WIND WITHOUT LL 137. REPEAT LOAD 138. 1 1.35 2 1.35 3 1.35 4 1.35 5 1.35 7 1.35 8 1.5WARNING- Load Command line is too long and will be truncated. 139. LOAD 11 LOADTYPE NONE TITLE 1.35(DL+SIDL+SNL(W)) + 0.9WIND WITH LL + 1.5LL(W/C 140. REPEAT LOAD 141. 1 1.35 2 1.35 3 1.35 4 1.35 5 1.35 6 1.35 9 0.9 142. LOAD 12 LOADTYPE NONE TITLE 1.35(DL+SIDL+SNL(T)) + 0.9WIND WITH LL + 1.5LL(T) 143. REPEAT LOAD 144. 1 1.35 2 1.35 3 1.35 4 1.35 5 1.35 7 1.35 9 0.9WARNING- Load Command line is too long and will be truncated. 145. LOAD 13 LOADTYPE NONE TITLE 1.35(DL+SIDL+SNL(W) + 1.5WIND WITH LL + 1.15LL(W/C 146. REPEAT LOAD 147. 1 1.35 2 1.35 3 1.35 4 1.35 5 1.35 6 1.35 9 1.5 148. LOAD 14 LOADTYPE NONE TITLE 1.35(DL+SIDL+SNL(T)) + 1.5WIND WITH LL + 1.15LL(T) 149. REPEAT LOAD 150. 1 1.35 2 1.35 3 1.35 4 1.35 5 1.35 7 1.35 9 1.5 151. LOAD GENERATION 57 ADD LOAD 11 152. TYPE 1 -13.49 0 3.78 XINC 0.5 153. LOAD GENERATION 57 ADD LOAD 11 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 1 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 2 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 3 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 4 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 5 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 6 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 7 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 8 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 9 OF 12 **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES OF THE STRUCTURE HAS BEEN IGNORED. CASE= 15 WHEEL 10 OF 12 *ADDITIONAL MOVING LOAD MESSAGES SUPPRESSED *ADDITIONAL MOVING LOAD MESSAGES SUPPRESSED 154. TYPE 1 -13.49 0 5.1 XINC 0.5 155. LOAD GENERATION 62 ADD LOAD 12 156. TYPE 3 -3.66 0 4.11 XINC 0.3 157. LOAD GENERATION 62 ADD LOAD 12 STAAD SPACE -- PAGE NO. 5 158. TYPE 3 -3.66 0 5.315 XINC 0.3 159. LOAD GENERATION 51 ADD LOAD 11 160. TYPE 5 -10.5 0 1.225 XINC 0.5 161. LOAD GENERATION 57 ADD LOAD 13 162. TYPE 2 -13.49 0 3.78 XINC 0.5 163. LOAD GENERATION 57 ADD LOAD 13 164. TYPE 2 -13.49 0 5.1 XINC 0.5 165. LOAD GENERATION 62 ADD LOAD 14 166. TYPE 4 -3.66 0 4.11 XINC 0.3 167. LOAD GENERATION 62 ADD LOAD 14 168. TYPE 4 -3.66 0 5.315 XINC 0.3 169. LOAD GENERATION 51 ADD LOAD 13 170. TYPE 6 -10.5 0 1.225 XINC 0.5 171. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS 105 NUMBER OF MEMBERS 188 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 6 SOLVER USED IS THE IN-CORE ADVANCED SOLVER TOTAL PRIMARY LOAD CASES = 592, TOTAL DEGREES OF FREEDOM = 619 TOTAL LOAD COMBINATION CASES = 0 SO FAR. 172. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= APR 22,2015 TIME= 15:59:49 **** STAAD SPACE -- PAGE NO. 6 ************************************************************ * 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 * ************************************************************