次梁号截面位置M(KN m)∙CL1支座11.590.100跨中23.600.0080.9960.0082743C14461支座45.470.1230.9340.1315632C20628CL2跨中22.730.0080.9960.0082643C14461次梁正截面承载力计算CL3CL4支座跨中支座跨中10.805.4024.3512.180.0560.9710.0571292C143080.0060.9970.006632C143080.1260.9320.1353022C143080.0100.9950.0111422C14308s0.5(112s)0.9470.106504112s选配钢筋实配面积（mm*mm）2C20628次梁号截面位置V/KN(KN)选用箍筋箍筋面积CL1支座58.99257.472.072A8101-次梁斜截面承载力计算CL2CL3CL4支座支座支座56.8323.9940.59257.4185.9185.972.072A8101-20052.052A8101-20052.052A8101-200CL5支座115.73257.472.072A8101453200CL6支座25.45185.952.052A8101-200实配箍筋间距200CL5CL6p
l
M支
M中
v支座跨中支座跨中127.3063.6511.455.730.3430.0160.0590.0070.7800.9920.9690.9970.4400.0160.0610.0071890743137665C223C202C142C141900941308308124.58223.68317.77422.55535.076
18.85
160400640160036090040010008802200120300
4.847.194.845.472.710.803.624.356.6127.302.7
11.45
23.6058.99222.73
56.832
5.4023.989512.18
40.59
63.65115.7315.7325.4475