200(mm)6(mm)16(mm)250(mm)10(mm)6680(mm)391233(mm3)5.8568E+01(mm)1.4143E+02(mm)7.2393E+07(mm4)2.3194E+07(mm4)1.0410E+02(mm)5.8925E+...
工字型截面性质计算200(mm)16(mm)350(mm)16(mm)1100(mm)10(mm)1132(mm)19800(mm)1.2840E+07(mm3)6.4851E+02(mm)4.8349E+02(mm)3.7632E+09(m...
柱子正截面受弯承载力（抗震）计算公式1内力228.14874.36|V|/kN81.28轴压比验算0.10685078822极限轴压比满足截面b×h/mm×mm700×700柱高H/...
柱子斜截面受剪承载力计算表计算公式1|M|/kN·m273.45N/kN1638.62|V|/kN126.32b×h/mm×mm700×700H/m5406603.0924862028408630.9428571428...
框架梁斜截面配筋计算表（不采用弯起钢筋抗剪）层次87计算公式左右左右V/kN272.68-259.77161.35-162.03400×615400×615400×615400×61558...
框架梁正截面配筋计算层计算公式支座左截面跨中截面支座右截面支座左截面-188.320.10460.114927.01780220+222-136.72183.54-201.47-353...
计算公式一层内力171.94171.94160.061564.051280.51539.0993.2493.2482.51轴压比验算0.4374970.3581820.430515满足满足满足截面b×h/mm×mm...
计算公式一层内力73.6681.916.19N/kN2469.451611.272487.0521.5527.433.15轴压比验算0.69075520.4507050.695678满足满足满足截面b×h/mm×m...
计算公式一层内力106.51178.12183.9722.18976.61015.7243.97102.46轴压比验算0.2020080.2731750.284117满足满足满足截面b×h/mm×mm500×50...
计算公式一层内力42.8111.1955.6N/kN1004.151406.881461.895.9328.27轴压比验算0.2808810.3935330.40892满足满足满足截面b×h/mm×mm500×5...
框架柱斜截面受剪承载力计算表（抗震）计算公式124.6168.1187.3599.9481.9199.011446.83964.55472.36372.861611.272026.2149.1158.1193.625...
计算公式124.6168.1187.3599.9481.9199.01N/kN1446.83964.55472.36372.861611.272026.2149.1158.1193.6254.0727.4336.13b×h/mm×mm500×50...
转换层安全专项施工方案程序姓名职称日期编制审查审批目录目录...........................................................................
大跨径变截面连续箱梁施工【摘要】南京长江二桥北汊桥为预应力连续箱型梁桥，主桥桥跨布置为（90＋3*165十90）m。采用悬臂浇注法施工，主要...
钢筋和混凝土指标混凝土强度及弹性模量C30强度类型C2014.3(N/mm2)fcN/mm29.61.43(N/mm2)ftN/mm21.130000(N/mm2)EcN/mm225500HRB335强度类型...
钢筋和混凝土指标混凝土强度及弹性模量C30强度类型14.3(N/mm2)fcN/mm21.43(N/mm2)ftN/mm230000(N/mm2)EcN/mm2HRB335强度类型300(N/mm2)fyN/...
钢筋和混凝土指标混凝土强度及弹性模量C20强度类型C209.6(N/mm2)fcN/mm29.61.10(N/mm2)ftN/mm21.125500(N/mm2)EcN/mm225500HRB335强度类型H...
受弯构件正截面抗弯计算用表ξα0γ0ξα0γ00.010.0100.9950.330.2760.8350.020.0200.9900.340.2820.8300.030.0300.9850.350.2890.8250.04...
