表2-1梁、柱截面尺寸及自重计算表构件名称梁、柱编号所在位置计算长度梁(柱)宽梁(柱)高板厚梁(柱)自重粉刷重每根重量根数合计重量每层小计lbhdb×h×25/1062×(h-d)×0.02×17/106GjnG∑G(m)(mm)(mm)(mm)(kN/m)(kN/m)(kN)(kN)(kN)框架横梁KJL-1~KJL-11AB跨6.02506001203.750.3324.4811269.28609.58屋、楼盖处框架横梁KJL-1~KJL-11BC跨2.42504001202.500.196.461171.02横梁重框架横梁KJL-1~KJL-11CD跨6.02506001203.750.3324.4811269.28609.58框架纵梁KJL-A、KJL-D一个开间4.52505001203.130.2615.2220304.40609.4纵梁重框架纵梁KJL-B、KJL-C一个开间4.52505001003.130.2715.2520305.00609.4000000000001框架边柱Z1(1层)Z2以外各柱5.2400400—4.0020.8037769.60951.602层楼盖处柱重框架中柱Z2(1层)③、⑨轴5.2400500—5.0026.004104.00805.2框架边柱Z2(1层)⑤~⑦轴与A轴5.2400500—5.0026.00378.003、4层楼盖处柱重框架边柱Z1(2~4层)Z2以外各柱3.6400400—4.0014.4037532.80658.80658.8000000000001框架中柱Z2(2~4层)③、⑨轴3.6400500—5.0018.00472.00屋盖处柱重框架边柱Z2(2~4层)⑤~⑦轴与A轴3.6400500—5.0018.00354.00329.40000000000003注:表中数据摘自《毕业设计指导
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