挡土墙基础计算

挡土墙基础宽度及配筋计算Mk(KNm)Nk(KN)b1(m)d(m)b2(m)h1(m)h2(m)γ土F1(KN)F2(KN)fa(Kpa)ftfa内fa内外平均194551.50.51.30.654