13
Design of 20m Span Girders (Live Load Analysis Results) INPUT FILE: 20m-psc-LL.STD 1. STAAD SPACE DEAD LOAD ANALYSIS OF VIADUCT SPAN (20M SPAN) FOR PORUR FLYOVER 2. START JOB INFORMATION 3. ENGINEER DATE 22-APR-07 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0.98 0 0; 3 3.23 0 0; 4 5.48 0 0; 5 6.605 0 0; 6 7.73 0 0 9. 7 8.855 0 0; 8 9.98 0 0; 9 11.105 0 0; 10 12.23 0 0; 11 13.355 0 0 10. 12 14.48 0 0; 13 16.73 0 0; 14 18.98 0 0; 15 19.96 0 0; 16 0 0 0.85 11. 17 0.98 0 0.85; 18 3.23 0 0.85; 19 5.48 0 0.85; 20 6.605 0 0.85 12. 21 7.73 0 0.85; 22 8.855 0 0.85; 23 9.98 0 0.85; 24 11.105 0 0.85 13. 25 12.23 0 0.85; 26 13.355 0 0.85; 27 14.48 0 0.85; 28 16.73 0 0.85 14. 29 18.98 0 0.85; 30 19.96 0 0.85; 31 0 0 2.55; 32 0.98 0 2.55; 33 3.23 0 2.55 15. 34 5.48 0 2.55; 35 6.605 0 2.55; 36 7.73 0 2.55; 37 8.855 0 2.55 16. 38 9.98 0 2.55; 39 11.105 0 2.55; 40 12.23 0 2.55; 41 13.355 0 2.55 17. 42 14.48 0 2.55; 43 16.73 0 2.55; 44 18.98 0 2.55; 45 19.96 0 2.55 18. 46 0 0 4.25; 47 0.98 0 4.25; 48 3.23 0 4.25; 49 5.48 0 4.25; 50 6.605 0 4.25 19. 51 7.73 0 4.25; 52 8.855 0 4.25; 53 9.98 0 4.25; 54 11.105 0 4.25 20. 55 12.23 0 4.25; 56 13.355 0 4.25; 57 14.48 0 4.25; 58 16.73 0 4.25 21. 59 18.98 0 4.25; 60 19.96 0 4.25; 61 0 0 5.95; 62 0.98 0 5.95; 63 3.23 0 5.95 22. 64 5.48 0 5.95; 65 6.605 0 5.95; 66 7.73 0 5.95; 67 8.855 0 5.95 23. 68 9.98 0 5.95; 69 11.105 0 5.95; 70 12.23 0 5.95; 71 13.355 0 5.95 24. 72 14.48 0 5.95; 73 16.73 0 5.95; 74 18.98 0 5.95; 75 19.96 0 5.95 25. 76 0 0 7.65; 77 0.98 0 7.65; 78 3.23 0 7.65; 79 5.48 0 7.65; 80 6.605 0 7.65 26. 81 7.73 0 7.65; 82 8.855 0 7.65; 83 9.98 0 7.65; 84 11.105 0 7.65 27. 85 12.23 0 7.65; 86 13.355 0 7.65; 87 14.48 0 7.65; 88 16.73 0 7.65 28. 89 18.98 0 7.65; 90 19.96 0 7.65; 91 0 0 8.5; 92 0.98 0 8.5; 93 3.23 0 8.5 29. 94 5.48 0 8.5; 95 6.605 0 8.5; 96 7.73 0 8.5; 97 8.855 0 8.5; 98 9.98 0 8.5 30. 99 11.105 0 8.5; 100 12.23 0 8.5; 101 13.355 0 8.5; 102 14.48 0 8.5 31. 103 16.73 0 8.5; 104 18.98 0 8.5; 105 19.96 0 8.5 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 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

20m-psc-LL

Embed Size (px)

DESCRIPTION

aadadbutment desasign

Citation preview

Page 1: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

INPUT FILE: 20m-psc-LL.STD 1. STAAD SPACE DEAD LOAD ANALYSIS OF VIADUCT SPAN (20M SPAN) FOR PORUR FLYOVER 2. START JOB INFORMATION 3. ENGINEER DATE 22-APR-07 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0.98 0 0; 3 3.23 0 0; 4 5.48 0 0; 5 6.605 0 0; 6 7.73 0 0 9. 7 8.855 0 0; 8 9.98 0 0; 9 11.105 0 0; 10 12.23 0 0; 11 13.355 0 0 10. 12 14.48 0 0; 13 16.73 0 0; 14 18.98 0 0; 15 19.96 0 0; 16 0 0 0.85 11. 17 0.98 0 0.85; 18 3.23 0 0.85; 19 5.48 0 0.85; 20 6.605 0 0.85 12. 21 7.73 0 0.85; 22 8.855 0 0.85; 23 9.98 0 0.85; 24 11.105 0 0.85 13. 25 12.23 0 0.85; 26 13.355 0 0.85; 27 14.48 0 0.85; 28 16.73 0 0.85 14. 29 18.98 0 0.85; 30 19.96 0 0.85; 31 0 0 2.55; 32 0.98 0 2.55; 33 3.23 0 2.55 15. 34 5.48 0 2.55; 35 6.605 0 2.55; 36 7.73 0 2.55; 37 8.855 0 2.55 16. 38 9.98 0 2.55; 39 11.105 0 2.55; 40 12.23 0 2.55; 41 13.355 0 2.55 17. 42 14.48 0 2.55; 43 16.73 0 2.55; 44 18.98 0 2.55; 45 19.96 0 2.55 18. 46 0 0 4.25; 47 0.98 0 4.25; 48 3.23 0 4.25; 49 5.48 0 4.25; 50 6.605 0 4.25 19. 51 7.73 0 4.25; 52 8.855 0 4.25; 53 9.98 0 4.25; 54 11.105 0 4.25 20. 55 12.23 0 4.25; 56 13.355 0 4.25; 57 14.48 0 4.25; 58 16.73 0 4.25 21. 59 18.98 0 4.25; 60 19.96 0 4.25; 61 0 0 5.95; 62 0.98 0 5.95; 63 3.23 0 5.95 22. 64 5.48 0 5.95; 65 6.605 0 5.95; 66 7.73 0 5.95; 67 8.855 0 5.95 23. 68 9.98 0 5.95; 69 11.105 0 5.95; 70 12.23 0 5.95; 71 13.355 0 5.95 24. 72 14.48 0 5.95; 73 16.73 0 5.95; 74 18.98 0 5.95; 75 19.96 0 5.95 25. 76 0 0 7.65; 77 0.98 0 7.65; 78 3.23 0 7.65; 79 5.48 0 7.65; 80 6.605 0 7.65 26. 81 7.73 0 7.65; 82 8.855 0 7.65; 83 9.98 0 7.65; 84 11.105 0 7.65 27. 85 12.23 0 7.65; 86 13.355 0 7.65; 87 14.48 0 7.65; 88 16.73 0 7.65 28. 89 18.98 0 7.65; 90 19.96 0 7.65; 91 0 0 8.5; 92 0.98 0 8.5; 93 3.23 0 8.5 29. 94 5.48 0 8.5; 95 6.605 0 8.5; 96 7.73 0 8.5; 97 8.855 0 8.5; 98 9.98 0 8.5 30. 99 11.105 0 8.5; 100 12.23 0 8.5; 101 13.355 0 8.5; 102 14.48 0 8.5 31. 103 16.73 0 8.5; 104 18.98 0 8.5; 105 19.96 0 8.5 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 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

Page 2: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

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. DEFINE MATERIAL START 59. ISOTROPIC MATERIAL1 60. E 2.5E+007 61. POISSON 0.17 62. DENSITY 24 63. DAMP 7.90066E+033 64. END DEFINE MATERIAL 65. SUPPORTS 66. 29 44 59 74 89 FIXED BUT FX FZ MX MY MZ 67. 17 32 47 62 77 PINNED 68. MEMBER PROPERTY INDIAN 69. ****LONGITUDINAL GIRDERS**** 70. ***END GIRDER*** 71. ***END SECTION*** 72. 15 16 27 28 71 72 83 84 PRIS AX 0.89 IX 1E-009 IY 0.096 IZ 0.123 73. ***FLARING PORTION*** 74. 17 26 73 82 PRIS AX 0.78 IX 1E-009 IY 0.0915 IZ 0.096 75. ***RUNNING SECTION*** 76. 18 TO 25 PRIS AX 0.67 IX 1E-009 IY 0.087 IZ 0.069 77. ***INTERMEDIATE GIRDER*** 78. ***END SECTION*** 79. 29 30 41 TO 44 55 TO 58 69 70 PRIS AX 0.78 IX 1E-009 IY 0.0915 IZ 0.096 80. ***FLARING PORTION*** 81. 31 40 45 54 59 68 PRIS AX 0.89 IX 1E-009 IY 0.096 IZ 0.123 82. ***RUNNING SECTION*** 83. 32 TO 39 46 TO 53 60 TO 67 74 TO 81 PRIS AX 0.67 IX 1E-009 IY 0.087 IZ 0.069 84. *****DECK SLAB(END LEFT PORTION)***** 85. 1 TO 14 85 TO 98 PRIS AX 0.001 IX 1E-009 IY 1E-009 IZ 1E-009 86. *********CROSS GIRDERS**** 87. 106 TO 109 142 TO 145 178 TO 181 PRIS AX 0.3 IX 1E-009 IY 0.00225 IZ 0.025 88. ********CROSS SLAB MEMBERS******* 89. 99 104 183 188 PRIS AX 0.098 IX 1E-009 IY 0.00197 IZ 0.00033 90. 100 TO 103 184 TO 187 PRIS AX 0.166 IX 1E-009 IY 0.00953 IZ 0.00056 91. 105 110 177 182 PRIS AX 0.323 IX 1E-009 IY 0.07021 IZ 0.00108 92. 111 116 171 176 PRIS AX 0.45 IX 1E-009 IY 0.18985 IZ 0.0015 93. 112 TO 115 172 TO 175 PRIS AX 0.645 IX 1E-009 IY 0.55904 IZ 0.00215 94. 117 TO 122 165 TO 170 PRIS AX 0.3375 IX 1E-009 IY 0.0801 IZ 0.00113 95. 123 TO 135 140 141 146 147 152 TO 163 - 96. 164 PRIS AX 0.3495 IX 1E-009 IY 0.08895 IZ 0.00117 97. 136 TO 139 148 TO 151 PRIS AX 0.7902 IX 1E-009 IY 1.02795 IZ 0.00264 98. CONSTANTS 99. MATERIAL MATERIAL1 MEMB 1 TO 188 100. DEFINE MOVING LOAD 101. ***70 R WHEELED LOAD WITH IMPACT FACTOR OF 18.8% 102. TYPE 1 LOAD 100.98 100.98 100.98 100.98 71.28 71.28 47.52 103. DIST 1.37 3.05 1.37 2.13 1.52 3.96 WID 1.93 104. ***70R TRACKED LOAD WITH IMPACT FACTOR OF 10% 105. TYPE 2 LOAD 38.5 38.5 38.5 38.5 38.5 38.5 38.5 38.5 38.5 38.5 106. DIST 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46 WID 2.06 107. ***CLASS A VEHICLE LOAD WITH IMPACT FACTOR OF 18.8% 108. TYPE 3 LOAD 40.4 40.4 40.4 40.4 67.72 67.72 16.04 16.04 109. DIST 3 3 3 4.3 1.2 3.2 1.1 WID 1.8 110. ****70R-WHEEL **** 111. LOAD GENERATION 150

Page 3: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

112. TYPE 1 -13.4 0 4.06 XINC 0.5 113. ****70R-TRACK *** 114. LOAD GENERATION 150 115. TYPE 2 -4.57 0 4.18 XINC 0.5 116. *** CLASS-A 2LANE**** 117. LOAD GENERATION 150 118. TYPE 3 -18.8 0 2.7 XINC 0.5 119. TYPE 3 -18.8 0 6.2 XINC 0.5 120. PERFORM ANALYSIS 121. PRINT MAXFORCE ENVELOPE LIST 15 TO 98 106 TO 109 142 TO 145

MEMBER FORCE ENVELOPE --------------------- ALL UNITS ARE KN METE

MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS

MEMB FY/ DIST LD MZ/ DIST LD FZ DIST LD MY DIST LD FX DIST LD

15 MAX 1.30 0.00 30 61.99 0.98 312 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -63.25 0.98 312 -1.28 0.98 30 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

16 MAX 182.54 0.00 32 61.99 0.00 312 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -2.64 2.25 67 -405.61 2.25 34 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

17 MAX 171.24 0.00 35 16.61 2.25 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -4.18 2.25 311 -743.73 2.25 36 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

18 MAX 139.60 0.00 41 17.82 1.12 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -4.08 1.12 311 -871.00 1.12 36 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

19 MAX 124.28 0.00 43 18.58 1.13 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -10.20 1.13 314 -990.48 1.13 37 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

20 MAX 108.45 0.00 45 21.52 1.12 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -21.57 1.12 325 -1103.88 1.12 37 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

21 MAX 90.28 0.00 180 24.63 1.12 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -32.21 1.12 327 -1186.49 1.12 39 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

22 MAX 25.23 0.00 361 24.72 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1

Page 4: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

MIN -90.25 1.13 172 -1186.49 0.00 39 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

23 MAX 18.38 0.00 363 24.72 0.00 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -106.69 1.13 34 -1099.97 0.00 39 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

24 MAX 11.35 0.00 366 24.15 0.00 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -121.00 1.13 37 -986.96 0.00 41 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

25 MAX 9.74 0.00 368 23.11 0.00 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1

MIN -134.78 1.12 36 -860.95 0.00 41 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

26 MAX 9.93 0.00 368 24.66 2.25 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -172.02 2.25 343 -723.93 0.00 41 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

27 MAX 3.29 0.00 67 45.50 2.25 349 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -201.57 2.25 347 -389.40 0.00 42 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

28 MAX 46.43 0.00 349 45.50 0.00 349 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -1.32 0.98 45 -1.29 0.00 45 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

29 MAX 0.22 0.00 320 103.73 0.98 19 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -105.85 0.98 19 -0.22 0.98 320 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

30 MAX 305.51 0.00 30 103.73 0.00 19 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -10.47 2.25 158 -513.31 2.25 34 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

31 MAX 223.72 0.00 35 35.76 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -52.52 2.25 162 -800.98 2.25 36 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

32 MAX 150.05 0.00 41 25.53 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -62.42 1.12 163 -869.97 1.12 38 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

33 MAX 115.76 0.00 175 21.02 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -92.56 1.13 166 -919.39 1.13 34

Page 5: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

34 MAX 94.52 0.00 178 17.06 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -121.61 1.12 168 -919.39 0.00 34 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

35 MAX 78.86 0.00 180 14.23 1.12 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -143.70 1.12 170 -913.52 0.00 36 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

36 MAX 143.83 0.00 182 17.12 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -78.36 1.13 172 -908.68 1.13 41 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

37 MAX 121.81 0.00 184 21.83 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -95.40 1.13 174 -925.20 1.13 41 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

38 MAX 92.85 0.00 186 27.14 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -115.44 1.13 177 -925.20 0.00 41 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

39 MAX 64.31 0.00 189 33.30 1.12 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -138.37 1.12 179 -895.63 0.00 43 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

40 MAX 54.96 0.00 57 47.53 2.25 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -209.94 2.25 42 -805.43 0.00 45 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

41 MAX 19.69 0.00 62 96.83 2.25 56 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -264.62 2.25 46 -481.92 0.00 45 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

42 MAX 98.80 0.00 56 96.83 0.00 56 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.21 0.98 168 -0.21 0.00 168 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

43 MAX 0.27 0.00 323 83.53 0.98 19 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -85.24 0.98 19 -0.27 0.98 323 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

44 MAX 275.01 0.00 30 83.53 0.00 19 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -26.52 2.25 158 -431.69 2.25 34 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

Page 6: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

45 MAX 197.52 0.00 167 30.51 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -74.49 2.25 162 -653.76 2.25 36 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

46 MAX 117.66 0.00 41 21.50 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -75.26 1.12 163 -686.91 1.12 32 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

47 MAX 94.82 0.00 175 17.53 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -94.07 1.13 166 -718.35 1.13 34 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

48 MAX 78.10 0.00 178 13.97 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -115.23 1.12 168 -718.35 0.00 34 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

49 MAX 66.91 0.00 180 10.96 1.12 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -131.08 1.12 170 -704.30 0.00 37 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

50 MAX 131.16 0.00 182 13.62 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -66.43 1.13 172 -702.71 1.13 41 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

51 MAX 115.26 0.00 184 17.82 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -78.83 1.13 174 -721.85 1.13 41 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

52 MAX 94.07 0.00 186 22.32 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -94.53 1.13 177 -721.85 0.00 41 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

53 MAX 74.55 0.00 189 27.29 1.12 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -113.71 1.12 179 -707.40 0.00 43 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

54 MAX 74.21 0.00 190 38.39 2.25 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -198.84 2.25 185 -643.33 0.00 45 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

55 MAX 27.65 0.00 62 77.69 2.25 56 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -250.10 2.25 189 -427.99 0.00 187 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

56 MAX 79.27 0.00 56 77.69 0.00 56 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1

Page 7: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

MIN -0.25 0.98 338 -0.24 0.00 338 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

57 MAX 4.47 0.00 28 69.42 0.98 312 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -70.83 0.98 312 -4.38 0.98 28 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

58 MAX 136.34 0.00 314 69.42 0.00 312 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -5.67 2.25 316 -228.20 2.25 319 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

59 MAX 107.64 0.00 319 12.02 0.00 301 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -26.04 2.25 320 -383.54 2.25 323 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

60 MAX 70.36 0.00 325 9.97 1.12 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -21.89 1.12 320 -434.22 1.12 325 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

61 MAX 59.84 0.00 328 9.97 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -36.55 1.13 323 -455.16 1.13 326 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

62 MAX 49.40 0.00 179 9.63 0.00 153 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -53.99 1.12 325 -477.06 1.12 330 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

63 MAX 49.79 0.00 180 9.91 1.12 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -61.62 1.12 327 -508.25 1.12 39 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

64 MAX 57.32 0.00 334 11.23 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -49.80 1.13 171 -508.25 0.00 39 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

65 MAX 42.92 0.00 337 11.98 1.13 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -49.38 1.13 173 -501.23 1.13 336 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

66 MAX 27.83 0.00 339 13.83 1.13 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -66.64 1.13 334 -501.23 0.00 336 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

67 MAX 15.76 0.00 368 16.32 1.12 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -79.46 1.12 336 -481.54 0.00 337 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

Page 8: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

68 MAX 17.43 0.00 368 22.23 2.25 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -131.32 2.25 343 -429.25 0.00 338 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

69 MAX 6.81 0.00 373 51.26 2.25 349 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -161.78 2.25 347 -269.48 0.00 344 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

70 MAX 52.31 0.00 349 51.26 0.00 349 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -4.32 0.98 56 -4.23 0.00 56 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

71 MAX 0.53 0.00 323 5.14 0.98 312 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -5.24 0.98 312 -0.51 0.98 323 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

72 MAX 52.98 0.00 335 5.14 0.00 312 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.86 2.25 378 -110.40 2.25 331 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

73 MAX 46.02 0.00 334 3.90 2.25 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.88 2.25 378 -206.82 2.25 331 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

74 MAX 38.53 0.00 334 4.91 1.12 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.89 1.12 378 -247.41 1.12 332 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

75 MAX 34.95 0.00 332 5.93 1.13 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.91 1.13 378 -286.72 1.13 332 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

76 MAX 32.79 0.00 332 6.95 1.12 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.91 1.12 378 -323.61 1.12 332 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

77 MAX 28.01 0.00 332 7.94 1.12 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.88 1.12 378 -355.12 1.12 332 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

78 MAX 1.12 0.00 67 7.95 1.13 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -28.77 1.13 329 -355.12 0.00 332 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

Page 9: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

79 MAX 1.12 0.00 67 7.95 0.00 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -34.20 1.13 332 -328.04 0.00 334 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

80 MAX 1.01 0.00 67 7.75 0.00 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -37.06 1.13 332 -298.86 0.00 336 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

81 MAX 0.79 0.00 67 7.38 0.00 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -40.92 1.12 336 -261.86 0.00 336 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

82 MAX 0.75 0.00 378 6.80 0.00 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -49.62 2.25 343 -216.35 0.00 337 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

83 MAX 1.24 0.00 378 5.10 0.00 378 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -54.54 2.25 341 -118.38 0.00 342 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

84 MAX 3.68 0.00 349 3.61 0.00 349 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -0.51 0.98 338 -0.50 0.00 338 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

85 MAX 0.00 0.00 312 0.00 0.98 37 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 0.98 36 0.00 0.98 312 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

86 MAX 0.00 0.00 153 0.00 2.25 38 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 2.25 312 0.00 0.00 312 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

87 MAX 0.00 0.00 340 0.00 2.25 321 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 2.25 35 0.00 0.00 323 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

88 MAX 0.00 0.00 321 0.00 1.12 38 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 1.12 334 0.00 0.00 334 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

89 MAX 0.00 0.00 322 0.00 1.13 354 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 1.13 328 0.00 0.00 336 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

90 MAX 0.00 0.00 325 0.00 0.00 354 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1

Page 10: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

MIN 0.00 1.12 330 0.00 1.12 325 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

91 MAX 0.00 0.00 330 0.00 0.00 22 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 1.12 336 0.00 0.00 336 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

92 MAX 0.00 0.00 363 0.00 1.13 55 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 1.13 332 0.00 1.13 336 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

93 MAX 0.00 0.00 331 0.00 1.13 363 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 1.13 363 0.00 0.00 336 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

94 MAX 0.00 0.00 334 0.00 0.00 363 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 1.13 339 0.00 1.13 334 0.00 1.13 450 0.00 1.13 450 0.00 1.13 450

95 MAX 0.00 0.00 339 0.00 0.00 339 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 1.12 363 0.00 1.12 336 0.00 1.12 450 0.00 1.12 450 0.00 1.12 450

96 MAX 0.00 0.00 40 0.00 0.00 45 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 2.25 365 0.00 2.25 338 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

97 MAX 0.00 0.00 349 0.00 0.00 43 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 2.25 199 0.00 2.25 349 0.00 2.25 450 0.00 2.25 450 0.00 2.25 450

98 MAX 0.00 0.00 41 0.00 0.00 41 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN 0.00 0.98 378 0.00 0.98 41 0.00 0.98 450 0.00 0.98 450 0.00 0.98 450

106 MAX 45.13 0.00 311 17.77 1.70 27 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -86.49 1.70 27 -18.48 1.27 27 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

107 MAX 44.32 0.00 311 17.77 0.00 27 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -81.50 1.70 27 -9.82 1.42 27 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

108 MAX 42.23 0.00 311 5.90 1.70 311 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -6.14 1.70 311 -3.27 0.14 311 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

Page 11: 20m-psc-LL

Design of 20m Span Girders(Live Load Analysis Results)

109 MAX 44.73 0.00 311 5.90 0.00 311 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -3.64 1.56 311 -5.16 0.28 311 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

142 MAX 161.16 0.00 39 4.57 1.70 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -2.69 1.70 67 -241.06 1.70 41 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

143 MAX 83.23 0.00 332 5.20 1.70 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -78.10 1.56 45 -266.00 1.42 39 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

144 MAX 61.33 0.00 332 5.20 0.00 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -109.55 1.70 39 -254.08 0.00 39 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

145 MAX 15.58 0.00 332 2.25 0.00 67 0.00 0.00 1 0.00 0.00 1 0.00 0.00 1 MIN -52.14 1.70 332 -75.75 0.00 334 0.00 1.70 450 0.00 1.70 450 0.00 1.70 450

********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE **********

122. FINISH\