钢框架计算书 - 图文(8)

4. 柱、墙轴压比简图

0.08<0.600.11<0.600.13<0.600.14<0.600.14<0.600.13<0.600.10<0.600.06<0.600.10<0.600.11<0.600.12<0.600.12<0.600.11<0.600.09<0.600.05<0.600.06<0.600.07<0.600.07<0.600.09<0.600.11<0.600.09<0.600.04<0.600.12<0.600.10<0.600.05<0.600.08<0.600.07<0.60

图14-9 1层柱、墙轴压比简图

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0.03<0.600.05<0.600.06<0.600.06<0.600.06<0.600.06<0.600.04<0.600.03<0.600.05<0.600.05<0.600.06<0.600.06<0.600.06<0.600.04<0.600.02<0.600.03<0.600.03<0.600.03<0.600.04<0.600.05<0.600.04<0.600.02<0.600.07<0.600.05<0.600.02<0.600.03<0.600.03<0.60

图14-10 2层柱、墙轴压比简图

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5. 柱长细比简图

39.8739.8739.8739.8739.8739.8739.8745.5240.2241.2440.9639.6239.6239.6239.6239.6239.6237.4039.6239.6241.0045.5240.2241.3241.2440.9643.9243.9243.9243.9239.6239.0339.6240.5141.0045.5240.2241.3241.2440.9640.5139.0340.5141.0041.3274.2240.1945.7145.7139.0345.7149.1341.8639.03

图14-11 1层柱长细比简图

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36.3736.3736.3736.3736.3736.3736.3749.4637.0539.1038.5335.8935.8935.8935.8935.8935.8931.8435.8935.8938.6149.4637.0539.2739.1038.5345.1945.1945.1945.1935.8934.7835.8937.6238.6149.4637.0539.2739.1038.5337.6234.7837.6238.6139.2774.2236.9949.9949.9934.7849.9961.9740.4234.78

图14-12 2层柱长细比简图

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