四跨连续梁计算书

四跨连续梁计算书一、几何数据及计算参数混凝土: C25主筋: HRB335(20MnSi)箍筋: HPB235(Q235)第一排纵筋合力中心至近边距离: 35 mm跨中弯矩调整系数: 1.00支座弯矩调整系数: 1.00最大裂缝宽度: 0.30 mm自动计算梁自重: 是由永久荷载控制时永久荷载分项系数gG1: 1.35由可变荷载控制时永久荷载分项系数gG2: 1.20可变荷载分项系数gQ: 1.40可变荷载组合值系数yc: 0.70可变荷载准永久值系数yq: 0.40二、荷载数据1恒载示意图2活载示意图三、内力及配筋1剪力包络图2弯矩包络图3截面内力及配筋正弯矩下钢筋负弯矩上钢筋剪力箍筋挠度裂缝0支座0.00计算As: 360.005B10实配As:392.700.00计算As: 360.005B10实配As:392.7014.32-0.000跨中16.88(2.36)计算As: 360.005B10实配As:392.700.00(0.00)计算As: 360.005B10实配As:392.70-22.13(6.00)计算Asv/s:0.44A8230实配Asv/s:0.44 0.95(2.36)0.019(2.36)1支座0.00计算As: 360.005B10实配As:392.70-23.43计算As: 360.005B10实配As:392.7019.53-0.031跨中7.95(3.22)计算As: 360.005B10实配As:392.700.00(0.00)计算As: 360.005B10实配As:392.7019.53(0.00)计算Asv/s:0.44A8230实配Asv/s:0.44 0.45(3.22)0.009(3.22)2支座0.00计算As: 360.005B10实配As:392.70-15.62计算As: 360.005B10实配As:392.7016.92-0.022跨中7.95(2.78)计算As: 360.005B10实配As:392.700.00(0.00)计算As: 360.005B10实配As:392.70-19.53(6.00)计算Asv/s:0.44A8230实配Asv/s:0.44 0.45(2.78)0.009(2.78)3支座0.00计算As: 360.005B10实配As:392.70-23.43计算As: 360.005B10实配As:392.7022.13-0.033跨中16.88(3.64)计算As: 360.005B10实配As:392.700.00(0.00)计算As: 360.005B10实配As:392.7022.13(0.00)计算Asv/s:0.44A8230实配Asv/s:0.44 0.95(3.64)0.019(3.64)4支座0.00计算As: 360.005B10实配As:392.70-0.00计算As: 360.005B10实配As:392.70-0.00注:1.弯矩-kNm 剪力-kN 钢筋面积-mm2 挠度-mm 裂缝-mm 2.括号中的数字表示距左端支座的距离,单位为m