梁裂缝宽度验算

,梁裂缝宽度验算,,,,,,,,,

层,计算公式,梁AB,,,梁BD,,,梁DE,,

,,支座左截面,跨中截面,支座右截面,支座左截面,跨中截面,支座右截面,支座左截面,跨中截面,支座右截面

,Mk/(kN·m),,,,-134.51,262.39,-141.55,,,

,实际配筋,,,,220+222,422+425,220+222,,,

,,,,,1388,3484,1388,,,

,,,,,181.12,140.76,190.6,,,

,,,,,,,,,,,

,,,,,0.010676923,0.0268,0.010676923,,,

,,,,,,,,,,,

,,,,,0.501697475,0.793296094,0.531455649,,,

,,,,,,,,,,,

,,,,,21.05,23.6,21.05,,,

,,,,,,,,,,,

,,,,,2.1,2.1,2.1,,,

,,,,,＜[W],＜[W],＜[W],,,

,,,,,,,,,,,

,Mk/(kN·m),-97.66,131.1,-143.91,-252.2,239.48,-221.71,-336.34,209.69,-259.24

,实际配筋,220+222,422+425,220+222,720,422+425,620,420+422,422+425,720

,,1388,3484,1388,2199,3484,1884,2776,3484,2199

,,131.5,70.33,193.78,214.35,128.47,219.94,226.45,112.49,220.33

,,,,,,,,,,,

,,0.010676923,0.0268,0.010676923,0.016915385,0.0268,0.014492308,0.021353846,0.0268,0.016915385

,,,,,,,,,,,

,,0.275934956,0.486156096,0.540785668,0.780899126,0.763955462,0.737012565,0.860731832,0.716217959,0.789559877

,,,,,,,,,,,

,,21.05,23.6,21.05,20,23.6,20,21.05,23.6,20

,,,,,,,,,,,

,,2.1,2.1,2.1,2.1,2.1,2.1,2.1,2.1,2.1

,,＜[W],＜[W],＜[W],＜[W],＜[W],＜[W],＜[W],＜[W],＜[W]

,,,,,,,,,,,

,Mk/(kN·m),-166.28,133.46,150.29,-255.09,286.94,-243.85,-339.16,141.69,-271.36

,实际配筋,220+222,422+425,220+222,720,422+425,720,420+422,422+425,720

,,1388,3484,1388,2199,3484,2199,2776,3484,2199

,,223.9,71.59,202.37,216.81,153.93,207.25,228.34,76.01,230.64

,,,,,,,,,,,

,,0.010676923,0.0268,0.010676923,0.016915385,0.0268,0.016915385,0.021353846,0.0268,0.016915385

,,,,,,,,,,,

,,0.616013607,0.496959886,0.56452264,0.784519753,0.819537181,0.769967323,0.862712286,0.532026815,0.803437078

,,,,,,,,,,,

,,21.05,23.6,21.05,20,23.6,20,21.05,23.6,20

,,,,,,,,,,,

,,2.1,2.1,2