截面配筋設計與裂縫寬度驗算

,,,,梁BC,,,梁CD,,,,,,,,,,

,抗彎,,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,,截面高度,梁寬,有效高度,混凝土抗壓強度,縱筋抗拉壓強度設計值,混凝土抗拉強度設計值,,

,3,M,-31.10,25.6,-19.23,-23.32,-14.70,-23.32,,500.00,250.00,465.00,14.30,360.00,1.43,0.0017875,0.002184722

,,αs,0.040,0.033,0.025,0.061,0.039,0.061,,400,200,365,14.3,360.00,1.43,0.0017875,0.002184722

ξb=0.518,,ξ,0.041,0.034,0.025,0.063,0.039,0.063,,,,,,,,,

,,As,190,156,116,183,114,183,,2C12,226,,,,,,

,,Asmin,313,250,313,200,160,200,,2C14,308,,,,,,

,,實配鋼筋,452,308,452,308,308,308,,2C16,402,,,梁箍筋抗拉強度,,,

,1,M,-69.68,50.83,-52.07,-40.61,-14.14,-39.74,,3C14,461.00,,,270,,,

,,αs,0.090,0.066,0.067,0.107,0.037,0.104,,4c14,615,,,,,,

ξb=0.518,,ξ,0.095,0.068,0.070,0.113,0.038,0.110,,5c12,565,,,,,,

,,As,437,314,322,328,110,320,,3c16,603,,,,,,

,,Asmin,313,250,313,200,160,200,,6c12,678,,,,,,

,,實配鋼筋,452,308,452,452,308,452,,4c12,452,,,,,,

,抗剪,,梁BC,,梁CD,,,,,,,,,,,,

,,層,3,1,3,1,,,,,,,,,,,

,,Vb,45.45,79.67,15.17,36.41,,,,504.96875,,,,,,,

,,0.25βcfcbh0,415.59,415.59,260.98,260.98,,,,,,,,,,,

,,Asv/s,-0.452,-0.234,-0.470,-0.298,,,,,,,,,,,

,,實配箍筋,a6@200,a6@201,a6@202,a6@203,,,,,,,,,,,

,,,,BC,,CD,,,,,,,,,,,

,裂縫,計算公式,左,中,右,左,中,右,,,,,,,,,

,3,M,-31.10,25.60,-19.23,-23.32,-14.70,-23.32,,,,,,,,,

,,σ,139.98,169.09,86.55,238.43,150.30,238.43,,,,,,,,,

,,ρ,0.006,0.004,0.006,0.008,0.008,0.008,,n,4,2,4,2,2,2,

0.2<φ<1.0,,φ,0.200,0.200,0.200,0.388,0.200,0.388,,d,12,14,12,14,14,14,

,,d,12,14,12,14,14,14,,v,1,1,1,1,1,1,

,,a,2.1,2.1,2.1,2.1,2.1,2.1,,,,,,,,,

,,ω,0.061,0.114,0.038,0.188,0.061,0.188,,,,,,,,,

,1,M,-69.68,50.83,-52.07,-40.61,-14.14,-39.74,,,,,,,,,

,,σ,313.62,335.74,234.36,282.93,144.57,276.87,,,,,,,,,

,,ρ,0.006,0.004,0.006,0.011,0.008,0.011,,n,4,2,4,4,2,4,

0.2<φ<1.0,,φ,0.409,0.200,0.200,0.691,0.200,0.682,,d,12,14,12,12,14,12,

,,d,12,14,12,12,14,12,,v,1,1,1,1,1,1,

,,a,2.1,2.