柱拼接节点计算程序

节点(按《钢结构设计规范(GB50017-2003)》进行设计),,,,,,121.00,0.00,25.00,0.00,,,

钢材抗弯强度设计值,f,31.00,kN/cm^2,,,81.00,0.00,16.00,0.00,,,

柱高,H,50.00,cm,,,49.00,0.00,9.00,0.00,,,

翼缘宽,Bc,30.00,cm,,,25.00,0.00,4.00,0.00,,,

翼缘厚,tfc,1.40,cm,,,9.00,0.00,1.00,0.00,,,

腹板厚,twc,0.80,cm,,,1.00,0.00,0.00,0.00,,,

钢材抗剪强度设计值,fv,18.00,kN/cm^2,,,1.00,1.00,1.00,1.00,,,

腹板螺栓行数,,5,行,,INT(Xi),1.00,1.00,,1.00,,,

腹板螺栓列数,,3,8.00,,Xi,1.50,,,,和,1.00,8

腹板螺栓行距,,8.00,cm,,X最大,8.00,,,,,,

腹板螺栓列距,,8.00,cm,,,,,,,,,

腹板螺栓行边距,,4.50,cm,,,,,,,,,

腹板螺栓列边距,,4.50,cm,,,,,,,,,

高强螺栓预拉力,,155.00,kN,,,81.00,0.00,16.00,0.00,,,

螺栓孔直径,,2.60,cm,,,49.00,0.00,9.00,0.00,,,

腹板拼接连接板厚计算值,t3,6.60,mm,,,25.00,0.00,4.00,0.00,,,

腹板拼接连接板厚取值,t3,0.80,cm,,,9.00,0.00,1.00,0.00,,,

屈服强度,fy,32.50,kN/cm^2,,,1.00,0.00,0.00,0.00,,,

极限抗拉强度最小值,fu,47.00,kN/cm^2,,,1.00,1.00,1.00,1.00,,,

螺栓计算面积,Aebh,2.45,cm^2,,,9.00,9.00,4.00,4.00,,,

柱翼缘截面惯性矩,If,24807.44,cm^4,,INT(Yi),2.00,10.00,,5.00,,,

柱腹板截面惯性矩,Iw,7010.27,cm^4,,Yi,2.50,,,,和,5.00,8

柱全截面惯性矩,I,56625.15,cm^4,,Y最大,16.00,,,,,,

柱弹性抵抗矩,Wt,2265.01,cm^3,,,,0.00,,0.00,,,

柱截面面积,A,121.76,cm^2,,,,0.00,,0.00,,,

腹板剪力,V,679.68,kN,,,,0.00,,0.00,,,

腹板弯矩,Mw,8692.73,kN·cm,,,,0.00,,0.00,,,

腹板螺栓数,n2,15,个,,,,0.00,,0.00,,,

螺栓抗剪承载力设计值,Nvb,139.50,kN,,,,1.00,,1.00,,,

柱腹板内侧拼接板高度,h,41.00,cm,,,,3.00,,2.00,,,

,,,,,,,4.00,,3.00,和,3.00,8

承载力验算,,,,,Xi^2+Yi^2,2560.00,,,,,,

腹板螺栓承载力计算,Nvv,45.31,kN,,,,,,,,,

,Nmy,27.16,kN,,,,,,,,,

,Nmx,54.33,kN,,,,,,,,,

,Nvm,90.58,kN,<,139.50,kN,通过,,,,,

腹板螺栓孔截面惯性矩,Ixrb,1337.06,cm^4,,,,,,,,,

腹板静截面抵抗矩,Wnxb,240.39,cm^3,,,,,,,,,

梁腹板静截面面积,Anwb,27.36,cm^2,,,,,,,,,

静截面面积校核,,,,,,,,,,,,

腹板拼接板静截面面积,Anwpl,44.80,cm^2,>,27.36,cm^2,通过,,,,,

拼接连接板毛截面惯性矩,Ioxpl,9189.47,cm^4,,,,,,,,,

拼接连接板螺栓孔惯性矩,Ixrpl,2681.15,cm^4,,,,,,,,,

拼接连接板静截面抵抗矩,Wnxpl,317.48,cm^4,>,240.39,cm^3,通过,,,,,

承载力验算,,,,,,,,,,,,

柱全塑性弯矩,Mp,80819.96,kN·cm,,,,,,,,,

翼缘和腹板抗弯最大承载力,Mu1,123454.80,kN·cm,,,,,,,,,

螺栓抗弯最大承载力,Mu2,117518.80,kN·cm,,,,,,,,,

抗弯最大承载力最小值,"min(Mu1,Mu2,)",117518.80,kN·cm,>,96983.95,kN·cm,通过,,,,,

腹板抗剪最大承载力,Vu1,742.45,kN,,,,,,,,,

腹板连接板抗剪最大承载力,Vu2,1215.70,kN,,,,,,,,,

螺栓抗剪最大承载力,Vu3,5733.00,kN,,,,,,,,,

抗剪承载力的最小值,"min(Vu1,Vu2,Vu3)",742.45,kN,>,711.78,kN,通过,,,,,

螺栓孔的削弱面积,AR,10.40,cm^2,,,,,,,,,

螺栓孔对梁截面削弱率,,0.09,,<,0.25,,通过,,,,,

,Ncu,146.64,kN,>,78.36,kN,通过,,,,,

腹板验算,Nvub,295.57,kN,>,78.36,kN,通过,,,,,

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