地下室底板计算excel

8.5m-地下室无梁平板计算表.xls第1页跨度l=8向上浮力荷载q=38(荷载为标准组合)柱帽宽=2无浮力向下荷载q=18单位:KN.Mfc=14.3fy=300板厚=400柱支座弯矩0.5M0端跨跨中弯矩0.22M0跨中弯矩0.18M0支座弯矩0.5M0端跨跨中弯矩0.22M0跨中弯矩0.18M0上标准值211.1192.8976.00100.0044.0036.00板设计值285.00125.40102.60124.5054.7844.82带计算As278811689501160501409实配As实配φ16/25-140φ14-100φ14-100φ14-100φ16-140φ16-140跨支座弯矩0.17M0端跨跨中弯矩0.18M0跨中弯矩0.18M0支座弯矩0.17M0端跨跨中弯矩0.18M0跨中弯矩0.15M0中标准值板设计值带计算As950950950409409409实配As实配φ12-75φ14-130φ14-130φ14-130φ12-150φ12-150102.6044.82浮力作用KN/MM无浮力时重力作用KN/MM76.0036.008m-地下室无梁平板计算表.xls第2页板位置板宽b板高h翼缘宽bf翼缘高hf砼强度截面弯矩MK钢筋面积钢筋直径钢筋模量保护层厚h0ftkσskAteρteψWmaxmmmmmmmmN/mm2KNMmm2mm*105N/mm2mmmmN/mm2N/mm2mm2mm浮柱上带支座10004000030211.111500142203702.01437.22E+050.010.8010.5520.2力跨中带支座1000400003076.00757122203702.01311.92E+050.010.6810.2990.2跨度作柱上带跨中1000400003092.89770142203702.01374.82E+050.010.7510.4430.38.5m用跨中带跨中1000400003076.001184142203702.01199.42E+050.010.4450.140.3重力柱上带支座10004000030100.001539142203702.01201.92E+050.010.4530.1440.3作柱上带跨中1000400003044.001436162203702.0195.192E+050.010.20.0330.2用跨中带支座1000400003036.001283142203702.0187.172E+050.010.20.0270.3输入数据计算数据