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钢结构工业厂房毕业设计1.doc

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钢结构工业厂房毕业设计1.doc

目录1普通钢屋架设计1.1设计资料1.2屋架形式及几何尺寸1.3支撑布置1.4统计荷载1.4.1永久荷载1.4.2可变荷载1.4.3荷载组合1.4.4荷载组合值1.4.5屋架内力系数1.4.6屋架杆件内力计算1.5截面选择1.5.1上弦杆1.5.2下弦杆1.5.3斜腹杆1.5.4竖杆1.6节点连接与焊缝计算1.6.1腹杆焊缝1.6.2下弦杆焊缝1.6.3上弦节点焊缝1.6.4竖杆焊缝1.6.5下弦拼接接点1.6.6上弦拼接接点1.6.7支座节点1.7材料表1.8填板选择1.8.1上弦填板1.8.2下弦填板1.8.3斜腹杆填板1.8.4竖杆填板2檩条设计2.1设计资料2.2荷载计算2.3内力计算2.4截面选择2.5拉条计算3吊车梁设计3.1设计资料3.2荷载计算3.2.1荷载值3.2.2内力值3.3截面选择3.3.1梁的高度确定3.3.2腹板尺寸确定3.3.3翼缘尺寸确定3.3.4截面几何特征计算3.4截面验算3.4.1强度计算3.4.2稳定性计算3.4.3刚度计算3.4.4加劲肋计算4墙架设计4.1横向墙架设计4.1.1设计资料4.1.2荷载及墙板设计4.1.3墙梁设计4.1.4墙架柱设计4.2纵向墙架设计4.3拉条设计5柱间支撑设计5.1设计资料5.2荷载及内力计算5.2.1计算简图5.2.2荷载计算5.2.3内力计算5.3杆件截面选择5.3.1柱顶系杆5.3.2上段柱支撑斜杆5.3.3下段柱支撑斜杆5.4中列柱支撑设计5.4.1质点集中重力荷载代表值5.4.2内力计算5.4.3截面选择5.5抗风柱柱间支撑设计6厂房柱设计6.1设计资料6.2截面特征6.2.1边上柱截面特征6.2.2边下柱截面特征6.2.3中上柱截面特征6.2.4中下柱截面特征6.3屋架惯性矩及刚度6.4荷载计算6.5内力组合6.6材料的性质6.7截面内力6.8柱子计算长度的确定6.8.1框架平面内的计算长度6.8.2框架平面外的计算长度6.9上柱截面验算6.9.1强度验算6.9.2弯矩作用平面内稳定计算6.9.3弯矩作用平面外稳定计算6.9.4局部稳定验算6.10下柱截面验算6.10.1强度验算6.10.2弯矩作用平面内稳定计算6.10.3弯矩作用平面外稳定计算6.10.4局部稳定验算6.11柱肩梁计算6.12肩梁腹板厚度确定6.13整体式柱脚计算6.13.1柱脚底版计算6.14靴梁计算6.14.1基础反力6.14.2靴梁与底版连接焊缝计算6.14.3底版加劲肋计算6.15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

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