连续梁冲击系数的计算
E(N/m2)Ic(m4)A(m2)mc(Ns2/m2)L(m)矩形截面b(m)=11-10m 3.25E+100.0138650.551457.69610 h(m)=0.55
矩形截面b(m)=101-10m 3.25E+100.138646 5.514576.9610 h(m)=0.55
E(N/m2)Ic(m4)mc(Ns2/m2)L(m)箱梁29+43+29 2.10E+110.510779301.8443
f1u1(正弯矩)
1.75E+03 1.30E+00
1.75E+03 1.30E+00
f1u1(正弯矩)f2u2 3.980.23 6.910.33