框架柱受剪承载力计算表(抗震)

计算公式,1层A柱,,2层A柱,3层A柱,1层B柱,,2层B柱,,3层B柱,

,第6组,第8组,第8组,第8组,第6组,第12组,第6组,第12组,第6组,第12组

γ(RE)|M|/KN.m,162.94,198.58,202.17,152.60,212.31,206.29,196.62,157.04,106.46,87.68

γ(RE)N/KN,604.69,933.97,591.75,270.15,1025.69,1277.80,697.30,859.09,373.98,455.70

γ(RE)|V|/KN,65.82,117.08,119.03,94.94,96.40,86.54,101.69,82.11,64.91,44.03

μ(n),0.17,0.26,0.17,0.08,0.29,0.36,0.20,0.24,0.10,0.13

b/mm,500.00,500.00,500.00,500.00,500.00,500.00,500.00,500.00,500.00,500.00

h/mm,500.00,500.00,500.00,500.00,500.00,500.00,500.00,500.00,500.00,500.00

H/m,5.60,5.60,4.50,4.50,5.60,5.60,4.50,4.50,4.50,4.50

a(s)=a'(s)/mm,40.00,40.00,40.00,40.00,40.00,40.00,40.00,40.00,40.00,40.00

h(o)=h(w)/mm,460.00,460.00,460.00,460.00,460.00,460.00,460.00,460.00,460.00,460.00

剪跨比λ=M/(Vh(o)),5.38,3.69,3.69,3.49,4.79,5.18,4.20,4.16,3.57,4.33

,3.00,3.00,3.00,3.00,3.00,3.00,3.00,3.00,3.00,3.00

h(w)/b,0.92,0.92,0.92,0.92,0.92,0.92,0.92,0.92,0.92,0.92

f(c),14.30,14.30,14.30,14.30,14.30,14.30,14.30,14.30,14.30,14.30

0.20f(c)bh(o)(0.15f(c)bh(o))/KN,657.80,657.80,657.80,657.80,657.80,657.80,657.80,657.80,657.80,657.80

判断是否满足条件(1为满足),>V满足,>V满足,>V满足,>V满足,>V满足,>V满足,>V满足,>V满足,>V满足,>V满足

0.3f(c)A/KN,1072.50,1072.50,1072.50,1072.50,1072.50,1072.50,1072.50,1072.50,1072.50,1072.50

,604.69,933.97,591.75,270.15,1025.69,1072.50,697.30,859.09,373.98,455.70

0.056N+1.05f(t)bh(o)/(1+λ),120.20,138.64,119.47,101.46,143.77,146.40,125.39,134.45,107.28,111.86

判别是否构造配筋(1为是),1.00,1.00,1.00,1.00,1.00,1.00,1.00,1.00,1.00,1.00

系数,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00

A(sv)/s,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00

λ(v),0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10,0.10

ρ(v)=λ(v)*f(c)/f(yv),0.01,0.01,0.01,0.01,0.01,0.01,0.01,0.01,0.01,0.01

加密区体积配箍率ρ(v),0.91%,0.91%,0.91%,0.91%,0.91%,0.91%,0.91%,0.91%,0.91%,0.91%

非加密区体积配箍率ρ(v),0.61%,0.61%,0.61%,0.61%,0.61%,0.61%,0.61%,0.61%,0.61%,0.61%

A(sv),314.00,314.00,314.00,314.00,314.00,314.00,314.00,314.00,314.00,314.00

取井字复合箍,4Φ10,4Φ10,4Φ10,4Φ10,4Φ10,4Φ10,4Φ10,4Φ10,4Φ10,4Φ10

s,200.00,200.00,200.00,200.00,200.00,200.00,200.00,200.00,200.00,200.00

非加密区配箍,4Φ10@150,,,,,,,,,

加密区配箍,4Φ10@100,,,,,,,,,

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