上游门机轨道梁砼施工计算

1、,梁浇筑高度/m,砼重度（kN/m3）,钢筋、模板自重标准值（kN/m2）,系数,施工荷载（kN/m2）,冲击荷载（kN/m2）,系数,总压力（kN）,1,0.9,24,2.5,1.2,3,6,1.2,25,2,0.9,24,2.5,1.2,3,6,1.2,25,3,0.9,24,2.5,1.2,3,6,1.2,25,4,0.9,24,2.5,1.2,3,6,1.2,25,水平工字钢强度计算,系数,跨度/m,总弯矩(Nm),截面抵抗矩W(cm3),f(N/mm2),1,18,0.1,0.8,1600,13,123.0769231,215, ,2,16,0.1,0.8,1600,13,123.0

2、769231,215, ,3,14,0.1,0.8,1600,13,123.0769231,215, ,4,12,0.1,0.8,1600,13,123.0769231,215, ,水平工字钢扰度计算,系数,N/mm*m4,E(N/mm2),截面惯性矩I(mm4),mm,mm,1,18,1,150,0.006666667,0.068266667,206000,16600000,0.019963349,5.333333333,2,16,1,150,0.006666667,0.068266667,206000,16600000,0.019963349,5.333333333,3,14,1,150,

3、0.006666667,0.068266667,206000,4360000,0.076007244,5.333333333,4,12,1,150,0.006666667,0.068266667,206000,4360000,0.076007244,5.333333333,支撑工字钢稳定计算,（kN),轴力（kN),净长（m）,计算长度（m）,i(cm),长细比,稳定系数,截面积A （cm2）,f(N/mm2),1,工16,20,28.28427125,1.13137085,1,1.13137085,6.58,17.19408586,0.954417742,26.131,11.34097673

4、,215, ,2,0.565685425,1.89,29.93044576,0.918208663,26.131,11.78820223,215, ,2,工16,20,28.28427125,1.13137085,1,1.13137085,6.58,17.19408586,0.954417742,26.131,11.34097673,215, ,2,0.565685425,1.89,29.93044576,0.918208663,26.131,11.78820223,215, ,3,工14,20,28.28427125,1.13137085,1,1.13137085,5.76,19.64185503,0.94771629,21.516,13.87091506,215, ,2,0.565685425,1.73,32.69857948,0.909904262,21.516,14.44733552,215, ,4,工14,20,28.28427125,1.13137085,1,1.13137085,5.76,19.64185503,0.94771629,21.516,13.87091506