盖板配筋计算

箱涵及盖板涵结构计算书桩号断面1.3x1.61.3x1.6H（板厚mm）350300B（板跨m）32.5埋设系数1.41.4覆土深度77等效深度0.550.55荷载集度q1210.25209荷载集度q274.82273.32计算跨径3.152.625计算弯矩Md260.7757031180.0175781计算弯矩Mf306.7764131211.8763828板宽10001000计算高度h0308262A2.9104694282.777937541p0(%)1.11.04需配钢筋As33882724.8选配钢筋10251020配筋面积As4908.7385213141.592654OSS198.2564189251.387974Pts(0.004=Pts)0.0280499340.020943951E(0.4=E=1)0.8650636020.851854558裂缝宽度Wmax(mm)0.1545509440.174082061计算剪力值371.007307.485混凝土抗剪承载力308.308262.262弯起钢筋抗剪能力166.6081102106.6291905盖板涵盖板计算表(C30)第6页共8页箱涵及盖板涵结构计算书第6页共8页