连续单向板弯矩计算qg＝搁置墙上端支座与梁整浇搁置墙上边跨跨中与梁整浇两跨连续第二支座多跨连续中间支座中间跨中qgc＝搁置墙上端支座与梁整浇与柱整浇搁置墙上边跨跨中与梁整浇与柱整浇两跨连续第二支座多跨连续中间支座中间跨中6.070.002.974.333.404.7.333.402.9719.380.007.3811.0616.0912.12.17.7016.0912.11.06跨度(m)2.802.802.802.802.802.802.802.80跨度(m)5.405.405.405.405.405.405.405.405.405.40(kN/m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN/m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)(kN-m)01/161/111/141/101/111/141/16连续梁弯矩计算01/241/161/111/141/141/101/111/141/16说明：1。表中系数适用于荷载比 q/g>0.3 的等跨连续梁和连续单向板！2。当相邻跨长之比小于1.10时，仍可采用表中弯矩系数，计算支座弯矩时取相邻跨中的叫大值，计算跨中弯矩时取本跨跨度！
