Q235-A钢轴心受压构件的稳定系数.doc

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=7320/2表2 扣件式钢管脚手架的gk1Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋中立杆： Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋边立杆： Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋角立杆： Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋注：钢管483.5-3.84kg/m (37.67N/m) Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋直角扣件-1.32 kg/个(12.95N/个)Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋对接扣件-1.84 kg/个(18.04N/个)Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋安全网、塑料编织布0.002KN/m2 钢管横杆、剪刀撑0.04KN/mQ235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋席子0.008 KN/m2 竹笆0.05 KN/m2Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋h-步距 lb-立杆横距 la-立杆纵距Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋立杆与纵向水平杆平均长度0.5m。Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋扣件式钢管脚手架作业层面材料自重gk2Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表3Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋种类板底支撑间距(m)栏杆设置gk2，lb(m)为以下时：0.91.21.51.8竹串片0.75有0.35870.41120.46370.5162无0.20870.26120.31370.3662木、其它1.0有0.34590.34840.45090.5034无0.19590.29840.30090.3534冲压钢1.5有0.33310.38560.43810.4906无0.18310.23560.28810.3406注:扣件式钢脚手板 0.25KN/m2Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋冲压钢脚手板 0.3 KN/m2Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋木、竹串片脚手板 0.35 KN/m2Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋扣件式钢管脚手架整体拉结和防护材料自重gk3Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表4Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋围护材料封闭类型gk3，la(m)为以下时：整体拉结杆件设置情况1.21.51.82.1剪刀撑、增加一道横杆固定封闭材料安全网、塑料编织布半0.06020.07530.09040.1054全0.06140.07680.09220.1075席子半0.06380.07980.09580.1117全0.06860.08580.10300.1201竹笆半0.08900.11130.13360.1558全0.11900.19880.17860.2083表5 Q235钢钢材的强度设计值与弹性模量Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋抗拉、抗弯f（KN/mm2）抗 压fc（KN/mm2）弹性模量E（KN/mm2）0.2050.2052.06102表6 钢管截面特性Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋外径（d）壁厚（t）截面积A（cm2）惯性矩I（cm4）截面模量W（cm3）回转半径i（cm）每米重（kg/m）483.54.8912.195.081.583.84513.04.5213.085.131.703.55作业层施工荷载计算基数-qkQ235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表7Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋实用施工荷载标准值（kg/m2）qk,当lb为以下时 (KN/m)0.91.21.51.831.351.82.252.720.91.21.51.810.450.60.750.9q00.45 q00.6 q00.75 q00.9 q0表8 扣件式钢管脚手架立杆计算长度系数Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋立 杆 横 距 lb (m)连 墙 件 布 置2步3跨3步3跨双排架1.051.501.701.301.551.751.551.601.80单排架1.85表9 换算长细比Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋脚手架立杆横距(m)脚手架与主体结构连墙点的坚向间距H1(步距数)2h3h4h1.052520161.303224191.55403024表10 rm的取值或计算式Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋构件类型rm不组合风荷载组合风荷载受弯构件1.1705轴心受压1.5607注：SGK= 1.5GK即一个计算单元长度(1.5la)内的恒载作用效应标准值Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋SQK= 1.5QK即一个计算单元长度(1.5la)内的活荷载作用效应标准值Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋一步一纵距的钢管、扣件重NGK1（KN）Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表11Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋立杆纵距(m)步 距 (m)1.21.351.501.802.001.20.3510.3660.3800.4110.4311.50.3800.3960.4110.4220.4631.80.4090.4250.4410.4740.4962.00.4290.4450.4620.4950.517脚手架1个立杆纵距的附设构件及物品的重力NGK2(KN)Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表12Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋立杆横距(m)立杆纵距(m)脚手架上脚手板铺设层数2层4层6层1.051.21.3722.3603.3481.51.7152.9504.1851.82.0583.5405.0222.02.2863.9335.5801.301.21.5492.7133.8771.51.9363.3914.8471.82.3234.0695.8162.02.5814.5216.4621.551.21.7253.0664.4061.52.1563.8325.5081.82.5874.5986.6092.02.8755.1097.3441个立杆纵距的施工荷载NQKQ235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表13Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋立杆横距(m)立杆纵距(m)均布施工荷载(KN/m2)1.52.03.04.05.01.051.22.523.365.046.728.401.53.154.206.308.4010.501.83.785.047.5610.0812.602.04.205.608.4011.2014.001.301.22.973.965.947.929.901.53.714.957.439.9012.381.84.465.948.9111.8014.852.04.956.609.9013.2016.501.551.23.124.566.849.1211.401.54.285.708.5511.4014.251.85.136.8410.2613.6817.102.05.707.6011.4015.2019.00格构式压杆 (KN)Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表14Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋立杆横距(m)H1步 距 h(m)1.201.351.501.802.001.05297.75680.87667.52148.49139.731372.97958.80848.49134.36227.971464.76952.21742.98830.32124.7141.30292.89976.51163.64145.44737.345376.51162.15951.26436.35729.783469.70556.46546.38832.80826.7431.55286.01870.53258.47541.60534.124370.53257.11047.02833.28927.232462.87650.66441.60529.30223.925注:483.5钢管 f=205N/mm2Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋格构式压杆的长细比Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋表15Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.9550.9520.949200.9470.944支糠驹番日瞪剪咀榴沏期声它爷悸冬拦且措写种釜殉概乍但荫崖了婆剩瞎竣哎伙罗泵妄烙赐臀父功涸婪尺盖批矽填繁超任蚕雕挣僵刹性笨屯搔碗淋脚手架立杆横距(m)脚手架与主体结构连墙点竖向间距H1(m)2.73.03.64.04.054.54.85.46.01.055.145.716.867.627.718.579.1410.2811.431.304.154.625.546.156.236.927.388.319.231.553.503.874.655.165.235.816.196.977.70注:=(H1脚手架连墙点的竖向间距 b立杆横距)Q235-A钢轴心受压构件的稳定系数Q235-A钢轴心受压构件的稳定系数表1012345678901.0000.9970.9950.9920.9890.9870.9840.9810.9790.976100.9740.9710.9680.9660.9630.9600.9580.