挡土墙基础计算

Mk(KNm)Nk(KN)b1(m)d(m)b2(m)h1(m)h2(m)γ土F1(KN)F2(KN)fa(Kpa)ft194.055.01.5000.5001.3000.6504.68018.017.6109.5120.01430.0M94.78G182.06B3.30P1107.39P22.95P平均55.171.2fa144.00P净左95.6948.2V左145.71h0左0.15M左121.30P净右-81.29-68.8V右-131.73h0右-0.13M右-87.991069.654右侧配筋As2墙内侧净墙外侧净-775.949基础高度h400.000左侧配筋As1大于Pmax挡土墙基础宽度及配筋计算弯矩标准值包括附土产生的弯矩竖向荷载标准值包括室内外附土重基础宽度基底应力基底应力小于fa