工字钢、槽钢、圆钢规格重量.xls

轴心受力构件计算 钢件型号1焊接H型钢 计算长度杆件轴力n1/n杆件弯矩 7950650500 mmKnkN-cm 构件钢号焊接H型钢规格输入样板焊接H型钢规格摩擦型高强度螺栓型号 Q235H500 x200 x10.2x16-12.5H500 x200 x10.2x16-12.5J10.9-M20-4-X2 焊接H型钢截面特征 几何特征 HBtwtfr截面面积每米重量外表面积 50020010.21612.5113.0888.81.76 mmmmmmmmmmcm2kg/mm2/m 截面特性 IxWxIyWy 4690918762137214 cm4cm3cm4cm3 材料强度kN/cm2 钢材序号fufyffvfce 137.523.521.512.532 螺栓强度kN/cm2 螺栓序号螺栓等级螺栓钢号螺栓直径螺栓形式接触形式NbHv 1210.9Q23520双剪螺栓4类接触面83.8 焊缝强度kN/cm2 焊缝序号焊条型号fufwcfwt12fwt3fwvfwf 1E43xx37.521.521.518.512.516 B.轴轴心心受受力力构构件件计计算算书书 1 1H500 x200 x10.2x16-12.5焊焊接接H H型型钢钢截截面面及及内内力力信信息息 构构件件信信息息 N 钢钢件件的的轴轴力力值值6 65 50 05 5kNM 钢钢件件最最大大弯弯矩矩值值0 0kN-cm L 钢钢件件的的计计算算长长度度7 79 95 5cmAo 钢钢件件的的截截面面面面积积1 11 13 3. .0 08 8cm2 截截面面信信息息 B B 钢钢件件截截面面宽宽度度 2 20 00 0mmtFb 钢钢件件翼翼缘缘厚厚 1 16 6mm dFb 翼翼缘缘螺螺孔孔径径 2 21 1. .5 5mm r 内内圆圆弧弧半半径径1 12 2. .5 5mm H H 钢钢件件截截面面高高度度 5 50 00 0mmtWb 钢钢件件腹腹板板厚厚1 10 0. .2 2mm dWb 腹腹板板螺螺孔孔径径 2 21 1. .5 5mm 2 2 钢钢构构件件材材质质信信息息 f 钢钢材材抗抗拉拉、抗抗压压、抗抗弯弯强强度度设设计计值值2 21 1. .5 5kN/cm2 fv 钢钢材材抗抗剪剪强强度度设设计计值值1 12 2. .5 5kN/cm2 fy 钢钢材材屈屈服服强强度度设设计计值值2 23 3. .5 5kN/cm2 NbHFV 翼翼缘缘摩摩擦擦型型高高强强螺螺栓栓抗抗剪剪承承载载力力设设计计值值8 83 3. .8 8KN NbHWV腹腹板板摩摩擦擦型型高高强强螺螺栓栓抗抗剪剪承承载载力力设设计计值值8 83 3. .8 8KN 3 3 钢钢构构件件截截面面特特性性 钢钢构构件件截截面面特特性性X X轴轴截截面面特特性性Y Y轴轴截截面面特特性性 构构件件截截面面类类别别bX X轴轴截截面面cY Y轴轴截截面面 I 相相应应轴轴截截面面慣慣性性矩矩 46909cm42137cm4 W 相相应应轴轴截截面面抵抵抗抗矩矩 1876cm3214cm3 i 相相应应轴轴截截面面回回转转半半径径 20.37cm4.35cm l 相相应应截截面面构构件件长长细细比比39.03cm/cm182.76cm/cm j 轴轴心心受受压压件件稳稳定定系系数数0.90230.2049 g 截截面面塑塑性性发发展展系系数数1.051.2 4 轴 轴心心拉拉压压钢钢构构件件强强度度验验算算 强强度度及及稳稳定定验验算算X X轴轴截截面面强强度度验验算算Y Y轴轴截截面面强强度度验验算算 s强度= (1-0.5n1/n)*N/An =57.53 kN/cm2 57.53 kN/cm2 s稳定= N/(An*j) =63.75 kN/cm2 280.75 kN/cm2 4 轴 轴心心受受压压构构件件计计算算剪剪力力 V = (A*f/85)*(fy/235)0.5 = 9.04 kN 设设计计用用钢钢材材强强度度值值 极极限限抗抗拉拉屈屈服服强强度度强强度度设设计计值值 强强度度最最小小值值抗抗拉拉,压压,弯弯抗抗剪剪端端面面承承压压 钢钢材材序序号号构构件件钢钢号号 钢钢材材厚厚度度fufyffvfce mmkN/cm2kN/cm2kN/cm2kN/cm2kN/cm2 1 Q235 1637.523.521.512.532 2164037.522.520.51232 3406037.521.52011.532 46010037.520.5191132 5 Q345 164734.531.518.541 616354732.53017.541 735504729.52715.541 8501004727.52514.541 设设计计用用焊焊缝缝强强度度值值 对对接接焊焊缝缝对对接接焊焊缝缝强强度度设设计计值值 极极限限抗抗拉拉 抗抗压压 焊焊缝缝质质量量为为1、2级级及及3级级 抗抗剪剪 强强度度最最小小值值时时抗抗拉拉、抗抗弯弯强强度度设设计计值值 焊焊缝缝序序号号焊焊条条型型号号钢钢材材钢钢号号 钢钢材材厚厚度度fufwcfwt12fwt3fwv mmkN/cm2kN/cm2kN/cm2kN/cm2kN/cm2 1 E43xxQ235 1637.521.521.518.512.5 2164037.520.520.517.512 3406037.520201711.5 46010037.519191611 5 E50 xxQ345 164731.531.52718.5 6163547303025.517.5 735504727272315.5 8501004725252114.5 焊接方法为：自动焊、半自动焊、手工焊。 一一个个摩摩擦擦型型高高强强度度螺螺栓栓的的抗抗剪剪承承载载力力设设计计值值表表 NbHv （单单剪剪,单单位位:kN） 高高强强度度螺螺栓栓直直径径 d (mm) 螺栓序号螺栓等级螺栓钢号螺栓钢号1620222427 1 8.8 Q235 128.444.654.762.883 2222.134.742.548.864.6 3328.444.654.762.883 4418.929.736.541.955.4 5 16Mn 134.754.566.876.7101.5 6225.239.648.655.873.8 7334.754.566.876.7101.5 8422.134.742.548.864.6 9 10.9 Q235 140.562.87791.1117.5 10231.548.859.970.991.4 11340.562.87791.1117.5 1242741.951.360.878.3 13 16Mn 149.576.794.1111.4143.6 1423655.868.481104.4 15349.576.794.1111.4143.6 16431.548.859.970.991.4 注注：(1) . 双双剪剪螺螺栓栓的的承承载载力力设设计计值值为为单单剪剪数数值值乘乘 2.0 . (2) . 16Mn.,16Mnq,15Mn,15Mnq钢钢号号，螺螺栓栓抗抗剪剪承承载载力力设设计计值值相相同同。 8.8 16Mn 角角焊焊缝缝强强 度度设设计计值值 fwf kN/cm2 16 16 16 16 20 20 20 20 30 101.3 78.8 101.3 67.5 123.8 90 设设计计用用焊焊缝缝强强度度值值 焊接方法为：自动焊、半自动焊、手工焊。 一一个个摩摩擦擦型型高高强强度度螺螺栓栓的的抗抗剪剪承承载载力力设设计计值值表表 NbHv （单单剪剪,单单位位:kN） 高高强强度度螺螺栓栓直直径径 d (mm) 123.8 78.8 143.8 111.8 143.8 95.93 175.7 127.8 175.7 111.8 注注：(1) . 双双剪剪螺螺栓栓的的承承载载力力设设计计值值为为单单剪剪数数值值乘乘 2.0 . (2) . 16Mn.,16Mnq,15Mn,15Mnq钢钢号号，螺螺栓栓抗抗剪剪承承载载力力设设计计值值相相同同。 尺尺 寸寸截截 面面 信信 息息 焊接H型钢 HBtwtfr截截面面面面积积每每米米重重量量 mmcm2kg/m H500 x200 x10.2x16-12.550020010.21612.5113.0888.8 X - XY - Y I IxW Wxi.i.xI IyW Wyi.i.y cm4cm3cmcm4cm3cm 46909187620.3721372144.35 尺尺 寸寸 信信 息息截截 面面 信信 息息X - X 热轧等边角钢规格 btr截截面面面面积积每每米米重重量量外外表表面面积积I IxMax-WMax-WxMin-WMin-Wx mmcm2kg/mm2/mcm4cm3 L20 x32033.51.130.890.080.40.660.29 L20 x42043.51.461.150.080.50.780.36 L25x32533.51.431.120.10.821.120.46 L25x42543.51.861.460.11.031.340.59 L30 x33034.51.751.370.121.461.730.68 L30 x43044.52.281.790.121.842.080.87 L36X33634.52.111.660.142.582.590.99 L36X43644.52.762.160.143.293.181.28 L36X53654.53.382.650.143.953.681.56 L40X340352.361.850.163.593.281.23 L40X440453.092.420.164.64.051.6 L40X540553.792.980.164.534.721.96 L45X345352.662.090.185.174.251.58 L45X445453.492.740.186.655.292.05 L45X545554.293.370.188.046.22.51 L45X645655.083.990.189.336.992.95 L50X35035.52.972.330.27.185.361.96 L50X45045.53.93.060.29.266.72.56 L50X55055.54.83.770.211.217.93.13 L50X65065.55.694.460.213.058.953.68 L56X356363.342.620.2210.196.862.48 L56X456464.393.450.2213.188.633.24 L56X556565.424.250.2216.0210.223.97 L56X856868.876.570.2223.6314.066.03 L63X463474.983.910.2519.0311.224.13 L63X563576.144.820.2523.1713.335.08 L63X663677.295.720.2527.1215.266 L63X863879.517.470.2534.4518.597.75 L63X106310711.669.150.2541.0921.349.39 L70X470485.574.370.2826.3914.165.14 L70X570586.885.40.2832.2116.896.32 L70X670688.166.410.2737.7719.397.48 L70X770789.427.40.2743.0921.688.59 L70X8708810.678.370.2788.1723.799.68 L75X575597.415.820.2939.9619.737.3 L75X675698.86.910.2946.9122.698.63 L75X7757910.167.980.2953.5725.429.93 L75