人字形单斜式腹杆屋架钢结构设计计算书

《人字形单斜式腹杆屋架钢结构设计计算书》由会员上传分享，免费在线阅读，更多相关内容在工程资料-天天文库。

1、《钢结构基本原理》课程设计目录一、荷载及内力计算6（一）荷载计算6（二）荷载组合6（.-）内力计算6二、杆件截面选择7（一）上弦杆截面设计7（一）下弦杆截面设计7（三）斜腹杆截面设计8（四）中间竖杆截面设计8（五）支座竖杆9三、標条的布置和验算9四、节点设计10（一）下弦节点2101、斜杆2-16与节点的连接焊缝计算102、斜杆2-15与节点的连接焊缝计算113、下弦杆与节点板连接焊缝计算II（二）上眩节点15121、斜杆2-15与节点板连接焊缝计算122、斜杆3-15与节点板连接焊缝计算123、上眩杆与节点板连接焊缝计算13（三）屋架端部支

2、座节点141、支座底板计算142、腹杆杆端焊缝计算143、底板计算144、加劲肋与节点板连接焊缝计算165、节点板、加劲肋与底板的连接焊缝计算16参考文献17图1•人字形屋架几何尺寸图酬内力值険子二1"单頑fi-ffi1杆谎2*團力團力10.000000000.000000000.000000000.000000000.000000000.000000004-12732.8752450.000000000.00000000732.8752450.000000000.000000004J31189.732540.000000000.000000

3、001189.732540.00000000O.OOOOOOOOf141342.018300.000000000.000000001342.018300.000000000.00000000^'51342.018300.000000000.000000001342.018300.000000000.00000000+-'61189.732540.000000000.000000001189.732540.000000000.000000004-17732.8752450.000000000.00000000732.8752450.000000

4、000.000000004J80.000000000.000000000.000000000.000000000.00000000O.OOOOOOOOf19-530.3550000.000000000.00000000-530.3550000.000000000.00000000^'10-352.1608320.000000000.00000000-352.1608320.000000000.00000000+-'11-961.3038930.000000000.00000000-961.3038930.000000000.000000004

5、-112-1265.875420.000000000.00000000-1265.875420.000000000.000000004J13-1265.875420.000000000.00000000-1265.875420.00000000O.OOOOOOOOf114-961.3038930.000000000.00000000-961.3038930.000000000.00000000^'15-352.1608320.000000000.00000000-352.1608320.000000000.00000000+-'16-530.

6、3550000.000000000.00000000-530.3550000.000000000.000000004-117490.8936560.000000000.00000000490.8936560.000000000.000000004J18-563.1638490.000000000.00000000-563.1638490.00000000O.OOOOOOOOf119305.7941470.000000000.00000000305.7941470.000000000.00000000^'20-337.8983090.00000

7、0000.00000000-337.8983090.000000000.00000000+-'21101.9313820.000000000.00000000101.9313820.000000000.000000004-122-112.6327690.000000000.00000000-112.6327690.000000000.000000004J23267.0716250.000000000.00000000267.0716250.00000000O.OOOOOOOOf124-112.6327690.000000000.0000000

8、0-112.6327690.000000000.00000000^'25101.9313820.000000000.00000000101.9313820.0000