QB?MI?MG112.1?10.191?ql???10.38?3.6??12.49 KN l23.62MI?MG112.25?10.051?ql???10.38?3.6?24.88 KN l23.62五～三层： QC?QB?MI?MG112.25?10.051?ql???10.38?3.6??12.49 KN l23.62MI?MG112.27?9.941?ql???10.38?3.6??24.85KN l23.62二层： QB?QB?MI?MG112.27?9.941?ql???10.38?3.6??12.51 KN l23.62一层： QC?MI?MG113.62?7.641?ql???10.38?3.6?24.59 KN l23.62MI?MG113.62?7.641QB??ql???10.38?3.6??12.78 KN
l23.62柱：I轴： 顶层：QC?QD??MC?MD20.02?12.99????11.00 KN
h3MC?MD8.51?10.09????6.20 KN
h3MC?MD10.09?10.09????6.73 KN
h3 六层：QC?QD?? 五～四层 QC?QD?? 三层： QC?QD?? 二层： QC?QD??10.09?10.27??6.79 KN
3MC?MD9.75?12.1????7.28 KN h3一层：QC?QD??MC?MD6.41?3.21????2.66 KN h3.62G轴：
顶层：QC?QD??MC?MD?10.84?5.47???5.44 KN h3MC?MD?3.8?4.44????2.75 KN
h3 六层：QC?QD??
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五～四层 QC?QD?? 三层： QC?QD?? 二层： QC?QD??MC?MD?4.44?4.44???2.96 KN
h3?4.44?4.5?2.98 KN
3MC?MD?4.34?5.34???3.23 KN
h3一层：QC?QD??MC?MD?3.24?1.62???1.34 KN h3.62C轴：
顶层：QC?QD??MC?MD?2.22?2.82???1.68 KN h3MC?MD?1.57?2.04???1.20 KN
h3MC?MD?2.04?2.04???1.36 KN
h3 六层：QC?QD?? 五～四层： QC?QD?? 三层： QC?QD?? 二层： QC?QD???2.04?2.09?1.38 KN
3MC?MD?1.96??1.98???1.31 KN
h3一层：QC?QD??MC?MD?0.71?0.36???0.30 KN
h3.62B轴：
顶层：QC?QD??MC?MD?7.81?5.60???4.47 KN
h3MC?MD?4.59?5.02???3.20 KN
h3MC?MD?5.02?5.02???3.35 KN
h3?5.02?5.39?3.47 KN
3 六层：QC?QD?? 五～四层 QC?QD?? 三层： QC?QD?? 二层： QC?QD??
MC?MD?4.54?5.28???3.27 KN
h327
一层：QC?QD??MC?MD?2.36?1.18???0.98 KN
h3.6252.4943.4031.6228.3420.7416.8711.0041.015.441.684.4732.8424.8820.5316.2212.496.202.751.203.2040.7132.8624.8820.8316.2012.496.7340.712.9632.861.363.3524.8820.8316.2012.496.7340.712.9632.861.3624.883.3520.8312.8012.496.7940.312.9832.861.383.4724.5921.2216.2012.817.2840.373.2332.931.313.2724.5921.1716.1312.782.661.340.30.98480042003600IGCB恒载作用下剪力图28
52.4971.7452.3616.8793.5125.1193.4629.36134.21178.80134.5441.85174.92232.49175.6254.34215.63186.18213.3066.83255.94340.26254.3579.34296.31394.36295.0792.12480042003600IG恒载作用下轴力图CB4.2活荷载作用框架内力计算
楼面活荷载作用框架内力计算，由于楼面活载?4.0KN/㎡，故按活荷载满布的情况计算。为减小误差，最终结果中，粱取跨中弯矩扩大1.2倍，支座弯矩不变。 4.2.1楼面活荷载作用框架的弯矩计算。
1?0.5?4.82?0.96 KN/m 121?2.0?4.82?3.84 标准层 M右?M左?121GC跨： 顶层 M右?M左??0.5?4.22?0.74KN/m
121?0.5?4.22?2.96 KN/m 标准层 M右?M左?121CB跨： 顶层 M右?M左??0.5?3.62?0.54KN/m
121?0.5?3.62?2.16KN/m 标准层 M右?M左?12IG跨： 顶层 M右?M左?
29
上柱下柱右粱左梁上柱下柱右粱左梁上柱下柱右粱左梁下柱下柱上柱上柱0.5460.4540.1460.6300.2240.2130.6000.1870.5270.473-0.960.96-0.740.74-0.540.540.520.44-0.03-0.14-0.05-0.04-0.12-0.04-0.28-0.260.68-0.020.22-0.17-0.02-0.03-0.15-0.14-0.02-0.47-0.360.300 -0.02-0.010.070.200.060.260.230.84-3.141.15-0.330.740.74-0.07-0.670.5-0.5上柱下柱右粱左梁上柱下柱右粱左梁上柱下柱右粱左梁下柱上柱下柱上柱0.3530.3530.2940.0960.3860.3860.1370.1330.3750.3750.1170.1340.4330.433-3.843.84-2.962.96-2.162.161.361.361.12-0.08-0.34-0.34-0.12-0.11-0.30-0.30-0.09-0.29-0.94-0.940.260.68-0.040.56-0.07-0.17-0.06-0.06-0.06-0.15-0.15-0.05-0.47-0.13-0.32-0.32-0.26-0.02-0.10-0.10-0.040.060.160.160.050.090.280.281.301.72-3.024.3-0.51-0.61-3.182.85-0.20-0.29-2.361.91-1.12-0.79上柱下柱右粱右粱左梁上柱下柱右粱左梁上柱下柱右粱左梁下柱上柱下柱上柱0.3530.3530.2940.0960.3860.3860.1370.1330.3750.3750.1170.1340.4330.433-3.843.84-2.962.96-2.162.161.361.361.12-0.08-0.34-0.34-0.12-0.11-0.30-0.30-0.09-0.29-0.94-0.940.680.68-0.04-0.56-0.17-0.17-0.06-0.06-0.15-0.15-0.15-0.05-0.47-0.13-0.47-0.47-0.380.09 0.37 0.37 0.130.070.190.190.060.130.430.431.571.57-3.143.27-0.14-0.14-3.002.86-0.26-0.26-2.341.95-0.98-0.98上柱下柱右粱右粱左梁上柱下柱右粱左梁上柱下柱右粱左梁下柱上柱0.3530.3530.2940.0960.3860.3860.1370.1330.3750.3750.1170.1340.4330.433-3.843.84-2.962.96-2.162.161.361.361.12-0.08-0.34-0.34-0.12-0.11-0.30-0.30-0.09-0.29-0.94-0.9430