【正文】 (KN) 起點彎矩 () 終點軸力 (KN) 終點剪力 (KN) 終點彎矩 () 1 .058 .059 .375 .057 2 .058 .375 3 .020 4 .628 5 .059 6 .567 .756 .377 7 .021 .040 .019 8 .947 .626 9 .035 10 .547 11 .029 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 12 .947 13 .040 14 .612 .800 .425 15 .023 .043 .022 16 .702 17 .038 18 .570 19 .030 20 .970 21 .038 22 .637 .803 .471 23 .021 .041 .019 24 .990 .655 25 .048 26 .592 27 .033 28 .652 29 .022 .002 .043 .041 30 .620 .817 .422 31 .031 32 .678 .609 33 .728 .335 34 .108 35 .905 .420 36 37 .233 .220 38 .113 .033 39 .076 .122 40 .995 41 .178 42 43 .211 44 45 .144 .117 .290 46 47 48 49 50 .176 51 .207 52 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 53 54 .206 .233 .350 55 .224 .249 .383 56 .288 57 .198 .150 .642 58 .410 59 .109 60 .195 61 62 .099 .025 .255 63 .153 .096 .337 64 .066 65 .014 .445 66 .539 67 .107 68 .167 69 70 .102 .067 .222 71 .171 .165 .320 72 .070 .092 .048 73 .003 .464 74 .390 75 .101 76 .149 77 78 .116 .142 .187 79 .131 .157 .213 80 .214 .263 .165 81 .063 .273 82 .783 83 .036 .099 84 .158 85 86 .048 .103 .032 87 .141 .224 .174 88 .347 .447 .247 89 .092 .047 90 91 .028 .125 92 .091 93 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 94 .204 .334 .244 95 .080 .115 .110 96 .458 97 .742 .793 .692 98 .864 .730 .998 99 100 .016 .083 101 102 .310 103 104 .125 .107 .143 105 .151 .186 .116 106 .266 .166 107 .096 108 .839 109 .212 .370 .229 110 .601 .312 .398 .225 111 .266 112 .580 113 114 .049 .120 .018 115 .022 .456 116