钢结构工业厂房毕业设计.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,,.2,0,-1,-1单元材料性质,2,2,,,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,.5,0,-1,-1单元材料性质,5,5,-1,.5,0,-1,-1 单元材料性质,6,6,,,0,-1,-1单元材料性质,7,7,,.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,,.3,0,-1,-1单元材料性质,10,10,,.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,,.2,0,-1,-1单元材料性质,2,2,,,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,.5,0,-1,-1单元材料性质,5,5,-1,.5,0,-1,-1单元材料性质,6,6,,,0,-1,-1单元材料性质,7,7,,.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,,.3,0,-1,-1单元材料性质,10,10,,.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,,.2,0,-1,-1单元材料性质,2,2,,,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,.5,0,-1,-1单元材料性质,5,5,-1,.5,0,-1,-1单元材料性质,6,6,,,0,-1,-1单元材料性质,7,7,,.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,,.3,0,-1,-1单元材料性质,10,10,,.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,4,3,8.4,0,1,90单元荷载,5,3,8.4,0,1,90结点荷载,7,1,466.2,-90结点荷载,8,1,466.2,-90结点荷载,5,1,932.4,-90单元荷载,2,-1,18.05,0.38,-90单元荷载,6,1,18.05,0.62,-90单元荷载,10,1,36.09,0.38,90单元材料性质,1,1,,.2,0,-1,-1单元材料性质,2,2,,,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,.5,0,-1,-1单元材料性质,5,5,-1,.5,0,-1,-1单元材料性质,6,6,,,0,-1,-1 单元材料性质,7,7,,.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,,.3,0,-1,-1单元材料性质,10,10,,.44,0,-1,-1第五种情况：永久荷载+吊车荷载.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结点荷载,7,1,466.2,-90 结点荷载,8,1,466.2,-90结点荷载,5,1,932.4,-90单元荷载,2,-1,18.05,0.38,-90单元荷载,6,1,18.05,0.62,-90单元荷载,10,1,36.09,0.38,90单元材料性质,1,1,,.2,0,-1,-1单元材料性质,2,2,,,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,.5,0,-1,-1单元材料性质,5,5,-1,.5,0,-1,-1单元材料性质,6,6,,,0,-1,-1单元材料性质,7,7,,.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,,.3,0,-1,-1单元材料性质,10,10,,.44,0,-1,-1第六种情况：永久荷载+风载荷结点,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,9,1,5.54,0单元荷载,1,3,3.7,0,1,90单元荷载,2,3,3.7,0,1,90单元荷载,6,-3,1.344,0,1,90单元荷载,7,-3,1.344,0,1,90结点荷载,11,-1,2.016,180单元材料性质,1,1,,.2,0,-1,-1单元材料性质,2,2,,,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,.5,0,-1,-1单元材料性质,5,5,-1,.5,0,-1,-1单元材料性质,6,6,,,0,-1,-1单元材料性质,7,7,,.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,,.3,0,-1,-1单元材料性质,10,10,,.44,0,-1,-1各种荷载组合下内力值第一种情况：永久荷载+0.85（风荷载+吊车荷载+活荷载）内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------1-629.37.-303.-590.7.-88.2-177.7.46.-169.-22.0.30.412.-137.0.412.-0.4-27.169.0.-27.-169.0.5-6.169.0.-6.-169.0.6-169.7.0.-177.28.78. 7-590.28.-55.-629.39.271.80.-413.137.0.-413.0.9-1222.8858052.-659.-1173.6960052.-159.10-347.52.-159.-338.21.0.--------------------------------------------------------------------------------------------反力计算约束反力值(乘子=1)--------------------------------------------------------------------------------------------结点约束反力合力支座----------------------------------------------------------------------------------结点水平竖直力矩大小角度力矩--------------------------------------------------------------------------------------------1-37.629.303.631.93.303.2-52.1222.88580659.1224.0005692.659.3-39.629.271.631.93.271.第二种情况：永久荷栽+0.85（活荷载+风荷载）内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------1-233.35.-184.-194.5.8.2-177.5.11.-169.-9.0.30.16.-5.0.16.-0.4-14.169.0.-14.-169.0.51.169.0.1.-169.0.6-169.0.0.-177.5.13.7-194.5.11.-233.16.117.80.-16.5.0.-16.-0.9-430.16.-232.-381.16.-77.10-347.16.-77.-338.16.0. --------------------------------------------------------------------------------------------反力计算约束反力值(乘子=1)--------------------------------------------------------------------------------------------结点约束反力合力支座----------------------------------------------------------------------------------结点水平竖直力矩大小角度力矩--------------------------------------------------------------------------------------------1-35.233.184.236.98.184.2-16.430.232.430.92.232.3-16.233.117.234.94.117.--------------------------------------------------------------------------------------------第三种情况：永久荷栽+0.85（吊车荷载+风荷载）内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------1-565.37.-303.-526.7.-88.2-113.7.46.-104.-22.0.30.413.-137.0.413.-0.4-27.104.0.-27.-104.0.5-6.104.0.-6.-104.0.6-104.7.0.-113.28.78.7-526.28.-55.-565.39.271.80.-413.137.0.-413.-0.9-1094.3658052.-659.-1045.1760052.-159.10-218.52.-159.-209.21.0.-------------------------------------------------------------------------------------------- 反力计算约束反力值(乘子=1)--------------------------------------------------------------------------------------------结点约束反力合力支座----------------------------------------------------------------------------------结点水平竖直力矩大小角度力矩--------------------------------------------------------------------------------------------1-37.565.303.566.93.303.2-52.1094.36580659.1095.6113392.659.3-39.565.271.567.94.271.--------------------------------------------------------------------------------------------第四种情况：永久荷栽+活荷载+吊车荷载内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------1-711.2.-139.-672.2.-116.2-189.2.41.-180.-15.0.30.483.-160.0.483.-0.4-15.180.0.-15.-180.0.5-9.180.0.-9.-180.0.6-180.9.0.-189.27.77.7-672.27.-80.-711.27.180.80.-483.160.0.-483.-0.9-1385.4258042.-501.-1336.2360042.-96.10-370.42.-96.-360.6.0.--------------------------------------------------------------------------------------------反力计算约束反力值(乘子=1) --------------------------------------------------------------------------------------------结点约束反力合力支座----------------------------------------------------------------------------------结点水平竖直力矩大小角度力矩--------------------------------------------------------------------------------------------1-2.711.139.711.90.139.2-42.1385.42580501.1386.0744491.501.3-27.711.180.711.92.180.--------------------------------------------------------------------------------------------第五钟情况：永久荷载+吊车荷载内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------1-635.2.-139.-596.2.-116.2-113.2.41.-104.-15.0.30.483.-160.0.483.-0.4-15.104.0.-15.-104.0.5-9.104.0.-9.-104.0.6-104.9.0.-113.27.77.7-596.27.-80.-635.27.180.80.-482.160.0.-482.0.9-1234.2258042.-501.-1185.0360042.-96.10-218.42.-96.-209.6.0.--------------------------------------------------------------------------------------------反力计算约束反力值(乘子=1)--------------------------------------------------------------------------------------------结点约束反力合力支座---------------------------------------------------------------------------------- 结点水平竖直力矩大小角度力矩--------------------------------------------------------------------------------------------1-2.635.139.635.90.139.2-42.1234.22580501.1234.9538691.501.3-27.635.180.636.92.180.--------------------------------------------------------------------------------------------第六种情况：永久荷载+风载荷内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------1-169.41.-217.-130.6.10.2-113.6.13.-104.-11.0.30.16.-5.0.16.-0.4-17.104.0.-17.-104.0.51.104.0.1.-104.0.6-104.0.0.-113.6.16.7-130.6.13.-169.19.138.80.-16.5.0.-16.0.9-301.19.-273.-252.19.-91.10-218.19.-91.-209.19.0.--------------------------------------------------------------------------------------------反力计算约束反力值(乘子=1)--------------------------------------------------------------------------------------------结点约束反力合力支座----------------------------------------------------------------------------------结点水平竖直力矩大小角度力矩--------------------------------------------------------------------------------------------1-41.169.217.174.103.217. 2-19.301.273.302.93.273.3-19.169.138.170.96.138.--------------------------------------------------------------------------------------------第一种情况：永久荷载+0.85（风荷载+吊车荷载+活荷载）轴力图 弯距图第二种情况：永久荷栽+0.85（活荷载+风载）轴力图 剪力图弯距图第三种情况：永久荷栽+0.85（吊车+风载） 轴力图弯距图第四种情况：永久荷栽+活荷载+吊车 轴力图弯距图第五钟情况：永久荷载+吊车荷载 轴力图弯距图第六种情况：永久荷载+风载荷 轴力图剪力图 弯距图杆件的性质： 构件表编号构件类型构件编号数量截面形式构件尺寸备注1墙架梁QLC型懔条C140.60.20.32拉条QLT圆钢Φ123斜拉条QXL圆钢Φ124墙柱QZH型钢H400.200.6.8第一种情况：永久荷载+0.85（风荷载+吊车荷载+活荷载）轴力图弯距图第二种情况：永久荷栽+0.85（活荷载+风荷载） 轴力图弯距图第三种情况：永久荷栽+0.85（吊车荷载+风荷载） 轴力图弯距图第四种情况：永久荷栽+活荷载+吊车荷载 轴力图弯距图第五钟情况：永久荷载+吊车荷载 轴力图弯距图第六种情况：永久荷载+风载荷 轴力图弯距图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'