车道荷载
Considering the change of the load transverse distribution coefficient along the bridge span, the maximum value of shear force at supporting point caused by uniformly distributed lane load is calculated by integral method.
考虑荷载横向分布系数m沿桥跨方向的变化,采用积分法对车道均布荷载引起的支点最大剪力进行了计算。
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