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框架柱箍筋计算表

框架柱箍筋计算表

五四三二一

Hn 3.5 3.5 3.5 3.5 5.2 b600600600600650 h0560560560560610λ=Hn/2h0 3.125 3.125 3.125 3.125 4.262295γRE*V83.74150.01144.33162.62133.13 0.2fcbh0960.96960.96960.96960.961133.99

126.126126.126126.126126.126148.8362 1.05ftbh0/(λ+1)

0.3fcbh1544.41544.41544.41544.41812.525 N345.84824.461303.111781.812286.46 0.056N19.3670446.1697672.9741699.78136128.0418

145.493172.2958199.1002225.9074276.8779 1.05ftbh0/(λ+1)+0.056N

><-61.753-22.2858-54.7702-63.2874-143.748轴压比0.090.2140.3390.4640.504λv0.060.060.060.080.09λvfc/fyv0.0040860.0040860.0040860.0054480.006129 %0.4085710.4085710.4085710.5447620.612857

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