内力 组合

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M-36.82-6.58-89.2389.23-22.9022.90-53.40-76.24-12.12-81.33-23.621.2*SGk+1.4*SWk1.2*SGk+1.4*0.9*(S

Qk+SWk)1.2*SGk+

1.4*SWk1.2*SGk+1.4*0.9*(S

Qk+SWk)

SWk(1)SWk(2)

SWk(2)1.2*SGk+1

.4*SQk

1.2*SGk+1

.4*SQkSQkSEk(1)

SEk(1)SEk(2)

SEk(2)

柱顶内力

内力SGk

SGk

柱底

柱顶

柱底

柱顶

柱底截面

位置

柱顶

柱底

柱顶

柱底

柱顶

柱底

柱顶

柱底

柱顶

柱底

截面

位置

柱顶

柱底

柱顶层次

5

4

3

2框架柱内力组合

A柱内力组合

B柱内力组合层次

5

4

3

2

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V10.041.7944.57-44.5711.44-11.4414.5528.06-3.9728.72-0.11柱顶

柱底1