土木工程工民建---彎矩二次分配法計算器,,上柱,下柱,右梁,,左梁,上柱,下柱,右梁,,左梁,上柱,下柱,右梁,,左梁,上柱,下柱

,,,0.50999999,0.49000001,,0.254000008,,0.263999999,0.48300001,,0.48300001,,0.263999999,0.254000008,,0.49000001,,0.50999999

,,,偏心矩,,,,,偏心矩,,,,,偏心矩,,,,,偏心矩

,,,0.00,-4.06,,4.06,,0.00,-0.70,,0.699999988,,0,-4.059999943,,4.059999943,,0

,,,2.07,1.99,,-0.85,,-0.89,-1.62,,1.62,,0.89,0.85,,-1.99,,-2.07

,,,2.73,-0.43,,0.99,,-1.32,0.81,,-0.81,,1.32,-0.99,,0.43,,-2.73

,,,-1.17,-1.13,,-0.12,,-0.13,-0.23,,0.23,,0.13,0.12,,1.13,,1.17

,,,3.62,-3.62,,4.08,,-2.34,-1.75,,1.75,,2.34,-4.08,,3.62,,-3.62

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,,0.338,0.338,0.324999988,,0.201000005,0.209000006,0.209000006,0.381999999,,0.381999999,0.209000006,0.209000006,0.201000005,,0.324999988,0.338,0.338

,,,0.00,,,,,,,,,,,,,,,

,,,0.00,-16.14,,16.14,,0.00,-3.51,,3.51,,0.00,-16.14,,16.14,,0.00

,,5.46,5.46,5.25,,-2.54,-2.64,-2.64,-4.82,,4.82,2.64,2.64,2.54,,-5.25,-5.46,-5.46

,,1.04,2.73,-1.27,,2.62,-0.44,-1.32,2.41,,-2.41,0.44,1.32,-2.62,,1.27,-1.04,-2.73

,,-0.84,-0.84,-0.81,,-0.66,-0.68,-0.68,-1.25,,1.25,0.68,0.68,0.66,,0.81,0.84,0.84

,,5.65,7.34,-12.97,,15.57,-3.77,-4.64,-7.17,,7.17,3.77,4.64,-15.57,,12.97,-5.65,-7.34

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,,0.338,0.338,0.324999988,,0.201000005,0.209000006,0.209000006,0.381999999,,0.381999999,0.209000006,0.209000006,0.201000005,,0.324999988,0.338,0.338

,,,,,,,,,,,,,,,,,,,

,,,0.00,-16.14,,16.14,,0.00,-3.51,,3.51,,0.00,-16.14,,16.14,,0.00

,,5.46,5.46,5.25,,-2.54,-2.64,-2.64,-4.82,,4.82,2.64,2.64,2.54,,-5.25,-5.46,-5.46

,,2.73,2.73,-1.27,,2.62,-1.32,-1.32,2.41,,-2.41,1.32,1.32,-2.62,,1.27,-2.73,-2.73

,,-1.41,-1.41,-1.36,,-0.48,-0.50,-0.50,-0.92,,0.92,0.50,0.50,0.48,,1.36,1.41,1.41

,,6.77,6.77,-13.52,,15.74,-4.46,-4.46,-6.84,,6.84,4.46,4.46,-15.74,,13.52,-6.77,-6.77

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,,0.338,0.338,0.324999988,,0.201000005,0.209000006,0.209000006,0.381999999,,0.381999999,0.209000006,0.209000006,0.201000005,,0.324999988,0.338,0.338

,,,,,,,,,,,,,,,,,,,

,,,0.00,-16.14,,16.14,,0.00,-3.51,,3.51,,0.00,-16.14,,16.14,,0.00

,,5.46,5.46,5.25,,-2.54,-2.64,-2.64,-4.82,,4.82,2.64,2.64,2.54,,-5.25,-5.46,-5.46

,,2.73,2.93,-1.27,,2.62,-1.32,-1.38,2.41,,-2.41,1.32,1.38,-2.62,,1.27,-2.73,-2.93

,,-1.48,-1.48,-1.43,,-0.47,-0.49,-0.49,-0.89,,0.89,0.49,0.49,0.47,,1.43,1.48,1.48

,,6.70,6.90,-13.59,,15.75,-4.45,-4.51,-6.82,,6.82,4.45,4.51,-15.75,,13.59,-6.70,-6.90

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,,0.363000005,0.287,0.349000007,,0.209999993,0.217999995,0.172999993,0.398999989,,0.398999989,0.217999995,0.172999993,0.209999993,,0.349000007,0.363000005,0.287

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,,,0.00,-16.14,,16.14,,0.00,-3.51,,3.51,,0.00,-16.14,,16.14,,0.00

,,5.86,4.63,5.63,,-2.65,-2.75,-2.18,-5.04,,5.04,2.75,2.18,2.65,,-5.63,-5.86,-4.63

,,2.73,,-1.33,,2.82,-1.32,,2.52,,-2.52,1.32,,-2.82,,1.33,-2.73,

,,-0.51,-0.40,-0.49,,-0.84,-0.88,-0.69,-1.60,,1.60,0.88,0.69,0.84,,0.49,0.51,0.40

,,8.08,4.23,-12.32,,15.46,-4.95,-2.88,-7.63,,7.63,4.95,2.88,-15.46,,12.32,-8.08,-4.23

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,,2.11,,,,,-1.44,,,,,1.44,,,,,-2.11,

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,,在計算豎向恒載和活載作用下框架結(jié)構(gòu)彎矩時要多次使用彎矩二次分配法，此表為恒載作用下12軸線框架的計算過程，如果大家也是三跨的梁可以參用這個計算器，輸入每一層的各節(jié)點梁柱分配系數(shù)和各節(jié)點固端彎矩，即可自動計算生成所有其他數(shù)據(jù)，注意千萬不要改動了表上除各節(jié)點梁柱分配系數(shù)和各節(jié)點固端彎矩以外的數(shù)據(jù)，否則公式被取消了就無法得出正確結(jié)果！！！！（計算的各節(jié)點最終彎矩代數(shù)和均為0，有的為0.01的是因為四舍五入造成的）,,,,,,,,,,,,,,,,

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圖5－29恒載作用下的框架彎矩內(nèi)力二次分配圖,,,,,,,,,,,,,,,,,,

,0,3.619999886,0,-3.619999886,,,,,,,,,,,,,,

,0,-2.339999914,4.079999924,-1.75,,,,,,6.289999962,9.649999619,9.649999619,6.289999962,,,,,

,0,2.339999914,1.75,-4.079999924,,,,,,0,0,0,0,,,,,

,0,-3.619999886,3.619999886,0,,,,,,31.37999916,51.5,51.5,31.37999916,,,,,

,5.650000095,7.340000153,0,-12.97000027,,,,,,0,0,0,0,,,,,

,-3.769999981,-4.639999866,15.56999969,-7.170000076,,,,,,56.47000122,93.34999847,93.34999847,56.47000122,,,,,

,3.769999981,4.639999866,7.170000076,-15.56999969,,,,,,0,0,0,0,,,,,

,-5.650000095,-7.340000153,12.97000027,0,,,,,,81.55999756,135.1999969,135.1999969,81.55999756,,,,,

,6.769999981,6.769999981,0,-13.52000046,,,,,,0,0,0,0,,,,,

,-4.460000038,-4.460000038,15.73999977,-6.840000153,,,,,,106.6500015,177.0500031,177.0500031,106.6500015,,,,,

,4.460000038,4.460000038,6.840000153,-15.73999977,,,,,,0,0,0,0,,,,,

,-6.769999981,-6.769999981,13.52000046,0,,,,,,,,,,,,,,

,6.699999809,6.900000095,0,-13.59000015,,,,,,,,,,,,,,

,-4.449999809,-4.510000229,15.75,-6.820000172,,,,,,,,,,,,,,

,4.449999809,4.510000229,6.820000172,-15.75,,,,,,,,,,,,,,

,-6.699999809,-6.900000095,13.59000015