恒荷载标准值作用计算结果.doc

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1、----恒荷载标准值作用计算结果-------柱内力---柱号MNVMNV1-88.6957.27-24.65-147.98-46.5924.65288.6957.2724.65147.98-46.59-24.65---梁内力---梁号MNVMNV1147.9829.1743.91101.99-24.532.452-101.9924.532.45-147.98-29.1743.91---恒荷载作用下的节点位移(mm)---节点号.X向位移Y向位移1-2.90.222.90.230.030.8--

2、-活荷载标准值作用下的节点位移(mm)---节点号.X向位移Y向位移1-2.00.122.00.130.021.5----左风荷载标准值作用-------节点侧向（水平向）位移(mm)---节点号δx节点号δx节点号δx节点号δx(1)10.9(2)7.4(3)9.2(4)0.0(5)0.0---柱内力---柱号MNVMNV1150.16-30.7043.36115.0030.70-11.88232.51-23.427.31-56.7923.4212.37---梁内力---梁号MNVMNV1-1

3、15.00-14.87-29.37-60.3014.87-0.30260.30-14.64-2.6556.7914.64-22.07----右风荷载标准值作用-------节点侧向（水平向）位移(mm)---节点号δx节点号δx节点号δx节点号δx(1)-7.4(2)-10.9(3)-9.2(4)0.0(5)0.0---柱内力---柱号MNVMNV1-32.51-23.42-7.3156.7923.42-12.372-150.16-30.70-43.36-115.0030.7011.88---梁

4、内力---梁号MNVMNV1-56.79-14.64-22.07-60.3014.64-2.65260.30-14.87-0.30115.0014.87-29.37-----荷载效应组合及强度、稳定、配筋计算-------------------------------------------------------------------------------------钢柱1截面类型=16;布置角度=0;计算长度：Lx=15.86,Ly=9.60;长细比：λx=62.9,λy=141.9构

5、件长度=9.60;计算长度系数:Ux=1.65Uy=1.00截面参数:B1=300,B2=300,H=600,Tw=8,T1=12,T2=12轴压截面分类:X轴:b类,Y轴:c类验算规范:门规CECS102:2002柱下端柱上端组合号MNVMNV1103.7925.7431.13-16.57-12.9212.962121.5314.2836.0613.02-3.618.033-151.9435.94-39.82-98.07-23.1312.274-134.2024.49-34.89-68.48-

6、13.817.345-106.4368.72-29.58-177.57-55.9129.586-88.6957.27-24.65-147.98-46.5924.657-119.7477.31-33.28-199.77-62.9033.288-193.21114.31-53.71-322.36-101.5053.719-175.47102.86-48.77-292.76-92.1848.7710-180.48109.22-50.17-301.12-94.8150.1711-193.21114.31

7、-53.71-322.36-101.5053.7112-175.47102.86-48.77-292.76-92.1848.7713-180.48109.22-50.17-301.12-94.8150.1714-106.4368.72-29.58-177.57-55.9129.5815-88.6957.27-24.65-147.98-46.5924.6516-119.7477.31-33.28-199.77-62.9033.281719.7042.936.84-80.97-30.1219.611

8、837.4431.4811.77-51.38-20.8014.6819-133.7449.05-35.72-129.87-36.2419.1920-116.0037.60-30.79-100.28-26.9214.2621-67.0888.52-17.28-225.76-75.7043.7322-49.3477.06-12.35-196.16-66.3938.8023-220.5294.64-59.85-274.66-81.8343.3224-202.7883.19-54.92-245.06-7