横梁弯矩控制值计算 (2).xlsVIP

位置截面荷载M(KN*m)V(KN)b(mm)左边跨-63.9673.48600-41.92-6.816.38-4.90地震左⑤40.96-11.0337.651地震右⑥-40.9611.03-37.65-27.5977.67...