承重梁荷载计算方法

承重梁荷载计算方法 注明红色必注值 绿色决对值混凝土抗压设计强度 白色应变值 黄色得数值 梁符号梁根数活荷载静荷载理论重量 总荷载梁长混凝土强度宽度 tt混凝土ttL:M250300#b:CM L1120.03.752.523.75817525 L2120.04.692.524.691017525 L3120.04.692.524.691017525 L4120.04.692.524.691017525 L5120.04.692.524.691017525 L6120.04.692.524.691017525 L7120.04.692.524.691017525 L8120.04.692.524.691017525 L9120.04.692.524.691017525 L10120.04.692.524.691017525 L11120.04.692.524.691017525 L12120.04.692.524.691017525 L13120.04.692.524.691017525 框架柱受压构件计算方法 柱根数活荷载理论重量 总荷载短边宽度 混凝土强度长边宽度柱高 t混凝土ttb:CM250300#b:CMh:M 1202.527.260220806 柱 1202.524.550220606 1202.524.550220606 1202.524.550220606 1202.524.550220606 1202.524.550220606 1202.524.550220606 圆形柱受压构件计算方法 柱根数活荷载理论重量 总荷载半径(Cm) 混凝土强度系数柱高 柱11 50 2.5 54301753.145 柱2 柱3 柱4 柱5 现浇顶板材料计算 长度宽度厚度 方量 平方 水泥(t) 砂(M3) 石子(M3) MMMM3M20.350.40.76 C3014.254.250.148.4860.562.973.396.44 C303.52.10.141.037.350.360.410.78 C303.82.10.141.127.980.390.450.85 C300000.0000.000.000.00 10.62764.074.658.83 C25 长度宽度厚度 方量 平方 水泥(t) 砂(M3) 石子(M3) C25 MMMM3M20.330.450.83 C2514.254.250.148.4860.562.803.827.04 C253.52.10.141.037.350.340.460.85 C253.82.10.141.127.980.370.500.93 C250000.0000.000.000.00 10.62763.845.239.65 室内装饰材料计算 顶面长度宽度平方涂料 石膏角线 石膏小线大角小角 规格 代MM个个 数量 8540 2.001814 44 墙面 长度宽度高度平方涂料九厘板面板方木衬 规格 743.5 773.851515 数量 梁高受压区高度截面有效高度 受压区中心 安全系数梁弯矩抗弯抵抗强度 h:CMx=(h00.55)h0=h-2.5x/2k.m1.4qL2/8t-m 1.5 75996.8872.5049.8463190.00194.82 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 75996.8872.5049.8460308.59253.14 受压面积弯曲系数安全系数钢筋截面钢筋强度抗压强度混凝土 h/b1.403.4抗抗压压柱受压力t抗弯系数 48000.10.1414.12199.31105.600.37 30000.120.178.8277.8579.200.37 30000.120.178.8277.8579.200.37 30000.120.178.8277.8579.200.37 30000.120.178.8277.8579.200.37 30000.120.178.8277.8579.200.37 30000.120.178.8277.8579.200.37 承重梁荷载计算方法 混凝土抗压设计强度 框架柱受压构件计算方法 圆形柱受压构件计算方法 受压面积弯曲系数安全系数钢筋截面钢筋强度抗压强度混凝土 28260.170.2325.386.0682.412 现浇顶板钢筋选取表 钢筋(12)140*150合计重量钢筋(8)125*140合计重量钢筋125*130 128(+)5%88(+)5%8 377.30159.885537.19193.8159.885353.685193.8 45.7919.40465.1923.5219.40442.92423.52 49.7221.067270.7825.53621.067246.603225.536 0.0000.000000 673.17242.856200.3562443.2122242.856 钢筋(12)140*150合计重量钢筋(8)125*140合计重量钢筋(8)125*130 12(0.89)8(0.4)(+)5%8(0.4)8(0.4)(+)5%8(0.4) 377.30159.885537.19193.8159.885353.685193.8 45.7919.40465.1923.5219.40442.92423.52 49.7221.067270.7825.53621.067246.603225.536 0.0000.000000 胶石膏粉方木衬扣板木内角线木外角线 木圆角线 根根根根根 53141412 室内装饰材料计算 万能胶木内角线木外角线木圆角线 151519 钢筋混凝土梁配筋表(受力筋) 钢筋型号25 /cm2 每米重量3.85 钢筋抗拉设计强度3400 钢筋截面4.9 混泥土方量水泥(t)砂(方)石子(方) (单根梁)钢筋断面 钢筋抗拉强度(单根)t16.7 m30.350.430.811.5钢筋根数(受力筋)钢筋根数(受力主筋) (总根梁)钢筋断面 钢筋重量()根数 1.500.530.651.2017.85155.213.6 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 1.880.660.811.5022.16197.354.5 单根柱主钢筋所选配筋 混泥土方量水泥(t)砂(方)石子(方) (总根柱)钢筋断面钢筋型号25 m30.350.430.8柱钢筋钢筋重量(T)根数 2.881.011.242.3014.129.7 1.800.630.771.448.826.0 1.800.630.771.448.826.0 1.800.630.771.448.826.0 1.800.630.771.448.826.0 1.800.630.771.448.826.0 1.800.630.771.448.826.0 混泥土方量水泥(M3)砂(M3)石子(M3) m30.350.430.8 混泥土方量水泥(t)砂(方)石子(方) (总根柱)钢筋断面 1.410.490.611.133.39 合计重量钢筋250*250合计重量 6.5(+)5%6.56.5(+)5% 101.26295.0653.3053.30106.59 12.2935.816.476.4712.94 13.3438.887.027.0214.04 0.000.000.000.00 126.89369.7566.7966.79133.57 合计重量钢筋300*300合计重量 6.5*0.22)(+)5%6.56.5(+)5% 101.26295.0645.3045.3090.60 12.2935.815.505.5011.00 13.3438.885.975.9711.94 0.000.000.000.000.00 铝合金条石膏板气空板胶 根块块 36.71002 现浇顶板钢筋选取表 钢筋125*130 钢筋(8)125*130 箍筋钢筋混凝土梁配筋表(非受力筋) 22 20 18 16 梁箍筋 8.8.22 /cm2/cm2/cm2 /cm2双支(M)单支(M)/cm2 2.952.472.01.586.5/c/c2.95 34003400340034000.220.40.43400 3.83.142.542.01加密区3.8 12.9210.688.646.83梁长1/512.92 合计梁单根套总根梁单根套总根梁钢筋根数(非受力副筋) 根数根数根数根数根数根长 重量()根数重量()根数 4.75.77.08.9482.038.792419.42.3 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 5.87.18.711.0612.048.483024.22.9 22 20 18 16 梁箍筋8.8.6.56.5双支(M) 根数根数根数根数根数根长 重量()根数重量() 12.81619.122.43027031.593017.82 8.01012.014.03021024.573013.86 8.01012.014.03021024.573013.86 8.01012.014.03021024.573013.86 8.01012.014.03021024.573013.86 8.01012.014.03021024.573013.86 8.01012.014.03021024.573013.86 钢筋混凝土梁配筋表(受力筋) 钢筋根数(受力主筋) 单根柱主钢筋所选配筋 钢筋合计量 20 18 16 14. 重量() /cm2/cm2/cm2/cm2 2.472.01.581.21 3400340034003400 3.142.542.011.54 10.688.646.835.24腰筋 双支(M)单支(M)1418 根数根数根数根数()根数 2.83.54.44.477.61271.60252.213 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 3.54.45.55.598.68344.51320.273 单根柱主钢