现浇结构模板计算

板厚度δ(mm)3.002.753.002.753.002.753.002.753.002.753.002.75净截面面积A(cm2)24.5622.5523.0621.1719.5817.9818.0816.6016.5815.2313.9412.80中性轴位置YX(cm)0.980.971.031.020.960.951.021.011.091.081.000.99净截面惯性矩IX(cm4)58.8754.3059.5955.0647.5043.8246.4342.8345.2041.6935.1112.38净截面抵抗矩WX(cm3)13.0211.9813.3312.2910.469.6310.369.5410.259.437.807.18模板宽度b(mm)300250200150100板面厚度δ(mm)2.752.502.752.502.752.502.752.502.752.50肋板厚度δ(mm)2.752.502.752.50------------净截面面积A(cm2)11.4210.4010.059.157.616.916.245.694.864.44中性轴位置YX(cm)1.080.961.201.071.080.961.271.141.541.43净截面惯性矩IX(cm4)36.3026.9729.8925.9820.8517.9819.3716.9117.1915.25净截面抵抗矩WX(cm3)8.215.946.955.864.723.964.583.884.343.753.3组件性能对拉螺栓的规格和性能表3-3螺栓直径(mm)螺纹内径(mm)净面积(mm2)容许拉力(KN)M1210.117612.9M1411.8410517.8M1613.8414424.5M1815.2917429.6M2017.2922538.2M2219.2928247.9