层4321
q(kn/m)6.586.586.586.58
a(m)1.31.31.31.3
l(m)6.36.36.36.3
u=(l-a)*q/2
16.4516.4516.4516.45
MAB(KN*M)-12.5-16.07-16.07-15.66
满跨活载作用下BC跨两端剪力（KN）
层4321
q(kn/m)4.8666
l(m)2.42.42.42.4
ql/42.883.63.63.6
VB=gl/42.883.63.63.6
VC=-gl/4-2.88-3.6-3.6-3.6
满跨活载作用下AB 跨跨中弯矩(KN*
层4321
q（kn/m)6.586.586.586.58
a(m)1.31.31.31.3
l(m)6.36.36.36.3
u=(l-a)*q/2
16.4516.4516.4516.45
MAB-12.5-16.07-16.07-15.66
满跨活载作用下柱轴力（KN）边柱A轴、B轴纵梁端部压横梁端部压力力15.47四层15.92三层15.92二层6.4866.75-16.9812.966.4844.35-16.9812.966.48中柱B轴、C轴柱轴力21.95横梁端部压力-17.43纵梁端部压力11.66层15.86一层6.4889.09-17.0412.96跨梁端简力（KN）
MBA(KN*M)18.6819.4219.4219.38
∑Mik/L0.980.530.530.59
柱轴力29.0959.0388.97∑Mik/l0.980.530.530.59
V1/A=u-∑Mik/l
15.4715.9215.9215.86
v1/A=u-∑Mik/l
Vb=-(u+∑Mik/l)
15.47-17.4315.92-16.9815.92-16.9815.86
-17.04
M=u*1.05-MAB-V1/A*l/2
-18.955-16.8-16.8-17.025
矩(KN*M)
118.97
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