【文章內容簡介】 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 荊東高速公路第二合同段一工區(qū) T 梁預制吊裝施工 組織設計 70 71 72 73 74 75 76 單元內力 單元號 起點軸力 (KN) 起點剪力 (KN) 起點彎矩 () 終點軸力 (KN) 終點剪力 (KN) 終點彎矩 () 1 .077 .078 .319 .076 2 .077 .319 3 .319 .013 4 .515 5 .008 6 .404 .565 .242 7 .019 .036 .017 8 .685 .965 .405 9 .008 .008 .832 .009 10 .429 11 .781 .018 12 .728 13 .006 .006 .006 14 .423 .600 .246 15 .019 .038 .017 16 .721 .407 17 .006 .006 .854 .006 18 .431 19 .772 .019 20 .719 21 .008 .007 .009 22 .426 .605 .247 23 .017 .036 .013 24 .657 .299 25 .000 .851 .004 26 .425 27 .307 .020 28 .396 29 .460 .066 .048 .084 30 .343 .599 .087 31 .117 .031 荊東高速公路第二合同段一工區(qū) T 梁預制吊裝施工 組織設計 32 .422 .855 33 .217 .283 34 .126 .126 .127 35 .296 36 .609 37 .544 38 .139 .002 39 .053 .200 40 .481 41 .143 42 43 .027 44 45 .202 .269 .303 46 47 .950 48 49 50 .285 51 .155 52 .419 .235 53 .016 54 .065 .340 55 .177 .055 .444 56 .514 57 .154 .681 58 .635 59 .157 60 .196 61 62 .139 .448 63 .221 .079 .546 64 .305 65 .118 .919 66 67 .345 68 .209 69 70 .021 .347 71 .361 .307 .714 72 .031 .043 .019 荊東高速公路第二合同段一工區(qū) T 梁預制吊裝施工 組織設計 73 .011 74 75 .032 .291 76 .338 77 .642 78 .361 .598 .424 79 .177 .221 .281 80 .379 .478 .279 81 .169 .316 82 83 .100 .125 84 .233 85 86 .120 .255 .085 87 .201 .348 .220 88 .575 .739 .412 89 .132 .052 90 .254 91 .062 .169 92 .125 .020 93 94 .326 .543 .379 95 .116 .187 .142 96 .565 97 98 99 100 .029 .123 101 102 .453 103 104 .207 .189 .226 105 .192 .246 .138