连续梁和连续单向板弯矩计算

连续单向板弯矩计算qg＝6.07跨度(m)(kN/m)端支座搁置墙上02.8(kN-m)0与梁整浇2.97432.8(kN-m)0.0625边跨跨中搁置墙上4.3262552.8(kN-m)0.090