双孔箱涵框架配筋计算

箱涵结构计算书双孔箱涵配筋计算断面形式断面宽B（m)4.2断面高H(m)4.5壁厚(m)1顶角弯矩MA(KN*M)-123.54底角弯矩MC(KN*M)-124.97顶中节点弯矩MB(KN*M)-252.49底中节点弯矩MD(KN*M)-936.46顶板跨中弯矩MAB(KN*M)127.32底板跨中弯矩MCD(KN*M)125.89单位板宽B（mm)1000板高H（mm)950顶角as0.010139735顶角RS0.07顶角As2637.833333选配钢筋520实际钢筋面积(mm2)1570.796327OSS79.29825235Pts(0.004=Pts)0.003141593E(0.4=E=1)-3.544295775顶角Wmax(mm)-1.31963738底角as0.010257105底角RS0.071底角As2675.516667选配钢筋520实际钢筋面积(mm2)1570.796327OSS80.21614534Pts0.003141593E-3.491152277底角Wmax(mm)-1.341361064顶中节点as0.020723505顶中节点RS0.144顶中节点As5426.4选配钢筋1022实际钢筋面积(mm2)3801.327111OSS66.97069954Pts0.007602654E-1.172392174共6页第5页箱涵结构计算书顶中节点Wmax(mm)-0.179711352共6页第5页箱涵结构计算书底中节点as0.076861393底中节点RS0.08底中节点As3014.666667选配钢筋1025实际钢筋面积(mm2)4908.738521OSS192.3513457Pts0.009817477E0.487313607底中节点Wmax(mm)0.20084784顶板跨中as0.012539982顶板跨中RS0.09顶板跨中As3391.5选配钢筋520实际钢筋面积(mm2)1570.796327OSS81.7245709Pts0.003141593E-3.406411404顶板跨中Wmax(mm)-1.307105924底板跨中as0.012399138底板跨中RS0.098底板跨中As3692.966667选配钢筋520实际钢筋面积(mm2)1570.796327OSS80.8066779Pts0.003141593E-3.457600286底板跨中Wmax（mm)-1.338249695断面抗剪能力Vr(KN)844.55剪力(KN)弯起钢筋抗剪能力(KN)共6页第5页