钢结构工业厂房毕业设计1.doc

目录1普通钢屋架设计-11设计资料-12屋架形式及几何尺寸-13支撑布置-14统计荷载-141永久荷载-142可变荷载-143荷载组合-144荷载组合值-145屋架内力系数-146屋架杆件内力计算-15截面选择-151上弦杆-152下弦杆-153斜腹杆-154竖杆-16节点连接与焊缝计算-161腹杆焊缝-162下弦杆焊缝-163上弦节点焊缝-164竖杆焊缝-165下弦拼接接点-166上弦拼接接点-167支座节点-17材料表-18填板选择-181上弦填板-182下弦填板-183斜腹杆填板-184竖杆填板-2檩条设计-21设计资料-22荷载计算-23内力计算-24截面选择-25拉条计算-3吊车梁设计-31设计资料-32荷载计算-321荷载值-322内力值-33截面选择-331梁的高度确定-332腹板尺寸确定-333翼缘尺寸确定-334截面几何特征计算-34截面验算-341强度计算-342稳定性计算-343刚度计算-344加劲肋计算-4墙架设计-41横向墙架设计-411设计资料-412荷载及墙板设计-413墙梁设计-414墙架柱设计-42纵向墙架设计-43拉条设计-5柱间支撑设计-51设计资料-52荷载及内力计算-521计算简图-522荷载计算-523内力计算-53杆件截面选择-531柱顶系杆-532上段柱支撑斜杆-533下段柱支撑斜杆-54中列柱支撑设计-541质点集中重力荷载代表值-542内力计算-543截面选择-55抗风柱柱间支撑设计-6厂房柱设计-61设计资料-62截面特征-621边上柱截面特征-622边下柱截面特征-623中上柱截面特征-624中下柱截面特征-63屋架惯性矩及刚度-64荷载计算-65内力组合-66材料的性质-67截面内力-68柱子计算长度的确定-681框架平面内的计算长度-682框架平面外的计算长度-69上柱截面验算-691强度验算-692弯矩作用平面内稳定计算-693弯矩作用平面外稳定计算-694局部稳定验算-610下柱截面验算-6101强度验算-6102弯矩作用平面内稳定计算-6103弯矩作用平面外稳定计算-6104局部稳定验算-611柱肩梁计算-612肩梁腹板厚度确定-613整体式柱脚计算-6131柱脚底版计算-614靴梁计算-6141基础反力-6142靴梁与底版连接焊缝计算-6143底版加劲肋计算-615锚栓计算-计算过程第一种情况：永久荷载+0.85（风荷载，吊车荷载，活荷载）结点,1,0,0结点,2,18,0结点,3,36,0结点,5,18,9.57结点,6,36,9.57结点,4,0,9.57结点,7,0.333,9.57结点,8,35.667,9.57结点,9,0,14.37结点,11,36,14.37结点,10,18,14.37单元,1,4,1,1,1,1,1,1单元,4,9,1,1,1,1,1,0单元,4,7,1,1,1,1,1,1单元,9,10,1,1,0,1,1,0单元,10,11,1,1,0,1,1,0单元,11,6,1,1,0,1,1,1单元,6,3,1,1,1,1,1,1单元,6,8,1,1,1,1,1,1单元,2,5,1,1,1,1,1,1单元,5,10,1,1,1,1,1,0结点支承,1,6,0,0,0,0结点支承,2,6,0,0,0,0结点支承,3,6,0,0,0,0单元荷载,4,3,11.65,0,1,90单元荷载,5,3,11.65,0,1,90单元荷载,2,5,1.79,1.79,0,1,0单元荷载,6,5,1.79,1.79,0,1,180单元荷载,1,5,4.08,4.08,0,1,0单元荷载,7,5,4.08,4.08,0,1,180单元荷载,10,5,1.92,1.92,0,1,0单元荷载,9,5,5.14,5.14,0,1,0结点荷载,7,1,16.86,-90结点荷载,8,1,16.86,-90结点荷载,5,1,33.72,-90结点荷载,6,-2,3.09结点荷载,4,2,3.09单元荷载,4,3,7.14,0,1,90单元荷载,5,3,7.14,0,1,90结点荷载,9,1,4.709,0单元荷载,1,3,3.145,0,1,90单元荷载,2,3,3.145,0,1,90结点荷载,7,1,396.27,-90结点荷载,8,1,396.27,-90结点荷载,5,1,792.54,-90单元荷载,2,-1,15.34,0.38,-90单元荷载,6,1,15.34,0.62,-90单元荷载,10,1,30.67,0.38,90单元荷载,6,-3,1.1424,0,1,90单元荷载,7,-3,1.1424,0,1,90结点荷载,11,-1,1.7136,180单元材料性质,1,1,7405000,1137061.2,0,-1,-1单元材料性质,2,2,3247000,195816,0,-1,-1单元材料性质,3,3,-1,-1,0,-1,-1单元材料性质,4,4,-1,1202386.5,0,-1,-1单元材料性质,5,5,-1,1202386.5,0,-1,-1单元材料性质,6,6,3247000,195816,0,-1,-1单元材料性质,7,7,7405000,1137061.2,0,-1,-1单元材料性质,8,8,-1,-1,0,-1,-1单元材料性质,9,9,11195000,4979070.3,0,-1,-1单元材料性质,10,10,3493000,234800.44,0,-1,-1第二种情况：永久荷栽+0.85（活荷载，风载）结点,1,0,0结点,2,18,0结点,3,36,0结点,5,18,9.57结点,6,36,9.57结点,4,0,9.57结点,7,0.333,9.57结点,8,35.667,9.57结点,9,0,14.37结点,11,36,14.37结点,10,18,14.37单元,1,4,1,1,1,1,1,1单元,4,9,1,1,1,1,1,0单元,4,7,1,1,1,1,1,1单元,9,10,1,1,0,1,1,0单元,10,11,1,1,0,1,1,0单元,11,6,1,1,0,1,1,1单元,6,3,1,1,1,1,1,1单元,6,8,1,1,1,1,1,1单元,2,5,1,1,1,1,1,1单元,5,10,1,1,1,1,1,0结点支承,1,6,0,0,0,0结点支承,2,6,0,0,0,0结点支承,3,6,0,0,0,0单元荷载,4,3,11.65,0,1,90单元荷载,5,3,11.65,0,1,90单元荷载,2,5,1.79,1.79,0,1,0单元荷载,6,5,1.79,1.79,0,1,180单元荷载,1,5,4.08,4.08,0,1,0单元荷载,7,5,4.08,4.08,0,1,180单元荷载,10,5,1.92,1.92,0,1,0单元荷载,9,5,5.14,5.14,0,1,0结点荷载,7,1,16.86,-90结点荷载,8,1,16.86,-90结点荷载,5,1,33.72,-90结点荷载,6,-2,3.09结点荷载,4,2,3.09单元荷载,4,3,7.14,0,1,90单元荷载,5,3,7.14,0,1,90结点荷载,9,1,4.709,0单元荷载,1,3,3.145,0,1,90单元荷载,2,3,3.145,0,1,90单元荷载,6,-3,1.1424,0,1,90单元荷载,7,-3,1.1424,0,1,90结点荷载,11,-1,1.7136,180单元材料性质,1,1,7405000,1137061.2,0,-1,-1单元材料性质,2,2,3247000,195816,0,-1,-1单元材料性质,3,3,-1,-1,0,-1,-1单元材料性质,4,4,-1,1202386.5,0,-1,-1单元材料性质,5,5,-1,1202386.5,0,-1,-1单元材料性质,6,6,3247000,195816,0,-1,-1单元材料性质,7,7,7405000,1137061.2,0,-1,-1单元材料性质,8,8,-1,-1,0,-1,-1单元材料性质,9,9,11195000,4979070.3,0,-1,-1单元材料性质,10,10,3493000,234800.44,0,-1,-1第三种情况：永久荷栽+0.85（吊车，风载）结点,1,0,0结点,2,18,0结点,3,36,0结点,5,18,9.57结点,6,36,9.57结点,4,0,9.57结点,7,0.333,9.57结点,8,35.667,9.57结点,9,0,14.37结点,11,36,14.37结点,10,18,14.37单元,1,4,1,1,1,1,1,1单元,4,9,1,1,1,1,1,0单元,4,7,1,1,1,1,1,1单元,9,10,1,1,0,1,1,0单元,10,11,1,1,0,1,1,0单元,11,6,1,1,0,1,1,1单元,6,3,1,1,1,1,1,1单元,6,8,1,1,1,1,1,1单元,2,5,1,1,1,1,1,1单元,5,10,1,1,1,1,1,0结点支承,1,6,0,0,0,0结点支承,2,6,0,0,0,0结点支承,3,6,0,0,0,0单元荷载,4,3,11.65,0,1,90单元荷载,5,3,11.65,0,1,90单元荷载,2,5,1.79,1.79,0,1,0单元荷载,6,5,1.79,1.79,0,1,180单元荷载,1,5,4.08,4.08,0,1,0单元荷载,7,5,4.08,4.08,0,1,180单元荷载,10,5,1.92,1.92,0,1,0单元荷载,9,5,5.14,5.14,0,1,0结点荷载,7,1,16.86,-90结点荷载,8,1,16.86,-90结点荷载,5,1,33.72,-90结点荷载,6,-2,3.09结点荷载,4,2,3.09结点荷载,9,1,4.709,0单元荷载,1,3,3.145,0,1,90单元荷载,2,3,3.145,0,1,90结点荷载,7,1,396.27,-90结点荷载,8,1,396.27,-90结点荷载,5,1,792.54,-90单元荷载,2,-1,15.34,0.38,-90单元荷载,6,1,15.34,0.62,-90单元荷载,10,1,30.67,0.38,90单元荷载,6,-3,1.1424,0,1,90单元荷载,7,-3,1.1424,0,1,90结点荷载,11,-1,1.7136,180单元材料性质,1,1,7405000,1137061.2,0,-1,-1单元材料性质,2,2,3247000,195816,0,-1,-1单元材料性质,3,3,-1,-1,0,-1,-1单元材料性质,4,4,-1,1202386.5,0,-1,-1单元材料性质,5,5,-1,1202386.5,0,-1,-1单元材料性质,6,6,3247000,195816,0,-1,-1单元材料性质,7,7,7405000,1137061.2,0,-1,-1单元材料性质,8,8,-1,-1,0,-1,-1单元材料性质,9,9,11195000,4979070.3,0,-1,-1单元材料性质,10,10,3493000,234800.44,0,-1,-1第四种情况：永久荷栽+（活荷载，吊车）结点,1,0,0结点,2,18,0结点,3,36,0结点,5,18,9.57结点,6,36,9.57结点,4,0,9.57结点,7,0.333,9.57结点,8,35.667,9.57结点,9,0,14.37结点,11,36,14.37