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框架柱截面设计

框架柱截面设计
框架柱截面设计

B柱

通过以上计算结果可以看出,各层间弹性侧移均满足规范要求,即Δμe≦[θe]hi。

]hi。

As=As'As=As' x<2a'x>2a' 420.37FALSE 204.44FALSE FALSE-713.98 FALSE-768.10 FALSE-264.99 FALSE-355.75 299.05FALSE 127.23FALSE FALSE-800.29 FALSE-848.36 FALSE-308.21 FALSE-450.09

As=As'As=As' x<2a'x>2a' 333.95FALSE 173.64FALSE FALSE-916.88 FALSE-930.58 FALSE-517.22 FALSE-518.33 299.05FALSE 127.23FALSE FALSE-800.29 FALSE-848.36 FALSE-308.21 FALSE-450.09

As=As'As=As' x<2a'x>2a' 386.38FALSE 186.36FALSE FALSE-1030.39 FALSE-1076.66 FALSE-510.16 FALSE-687.22 227.24FALSE 75.18FALSE FALSE-1269.03 FALSE-1313.15

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FALSE-591.89 FALSE-755.53

As=As'As=As'

x<2a'x>2a' -61.49476.13FALSE

-55.40198.14FALSE 10.88FALSE-952.53 16.97FALSE-1004.95 55.60FALSE-91.46 64.04FALSE66.15

-61.68586.07FALSE

-55.58316.35FALSE

-0.13576.77FALSE 5.97FALSE-423.33 32.61FALSE201.73 40.80FALSE289.88

As=As'As=As'

x<2a'x>2a' -66.74-41.37FALSE

-60.64-11.64FALSE

-17.51-166.49FALSE

-11.41-298.21FALSE 9.13FALSE-927.43 17.57FALSE-752.28 -61.68586.07FALSE

-55.58316.35FALSE

-0.13649.83FALSE 5.97FALSE-395.65 32.61FALSE201.73 40.80FALSE289.88

As=As'As=As'

x<2a'x>2a' -61.49476.13FALSE

-55.40198.14FALSE 10.88FALSE-793.77 16.97FALSE-837.46 55.60FALSE-91.46 64.04FALSE66.15

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x-2a' x-2a' x-2a'

-58.0014.72FALSE

-51.91-130.41FALSE 22.28FALSE-928.66 28.38FALSE-1052.91 66.37FALSE-313.40 74.56FALSE-66.96

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