采光顶钢结构规范.doc

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1、钢结构采光顶计算书同济大学3D3S软件★★★★★计算书★★★★★工程名：设计单位：计算人：计算时间：08:45:2305/16/11工程负责人：检查：审核：一、设计依据《钢结构设计规范》（GB50017-2003）《冷弯薄壁型钢结构技术规范》（GB50018-2002）《建筑结构荷载规范》（GB50009-2001）《建筑抗震设计规范》（GB50011-2001）《建筑地基基础设计规范》（GB50007-2002）《建筑钢结构焊接规程》（JGJ181-2002）《钢结构高强度螺栓连接的设计，施工及验收规程》（JGJ82-91）二、计算简图计算简图(圆

2、表示支座，数字为节点号)节点编号图单元编号图三、几何信息各节点信息如下表：节点号x坐标(m)y坐标(m)z坐标(m)x向约束y向约束z向约束绕x约束绕y约束绕z约束15.60422.1210.00025.60420.7210.07035.60419.3210.14045.60417.9210.21055.60416.5210.28065.60415.1210.35075.60413.7210.42085.60412.3210.35095.60410.9210.280105.6049.5210.210115.6048.1210.140125.6046.

3、7210.070135.6045.321-0.000147.70422.1210.000157.70420.7210.070167.70419.3210.140177.70417.9210.210187.70416.5210.280197.70415.1210.350207.70413.7210.420217.70412.3210.350227.70410.9210.280237.7049.5210.210247.7048.1210.140257.7046.7210.070267.7045.321-0.0002735.00422.1210.00028

4、35.00420.7210.0702935.00419.3210.1403035.00417.9210.2103135.00416.5210.2803235.00415.1210.3503335.00413.7210.4203435.00412.3210.3503535.00410.9210.2803635.0049.5210.2103735.0048.1210.1403835.0046.7210.0703935.0045.321-0.0004026.6045.321-0.0004126.6046.7210.0704226.6048.1210.140

5、4326.6049.5210.2104426.60410.9210.2804526.60412.3210.3504626.60413.7210.4204726.60415.1210.3504826.60416.5210.2804926.60417.9210.2105026.60419.3210.1405126.60420.7210.0705226.60422.1210.0005328.7045.321-0.0005428.7046.7210.0705528.7048.1210.1405628.7049.5210.2105728.70410.9210.

6、2805828.70412.3210.3505928.70413.7210.4206028.70415.1210.3506128.70416.5210.2806228.70417.9210.2106328.70419.3210.1406428.70420.7210.0706528.70422.1210.0006630.8045.321-0.0006730.8046.7210.0706830.8048.1210.1406930.8049.5210.2107030.80410.9210.2807130.80412.3210.3507230.80413.7

7、210.4207330.80415.1210.3507430.80416.5210.2807530.80417.9210.2107630.80419.3210.1407730.80420.7210.0707830.80422.1210.0007932.9045.321-0.0008032.9046.7210.0708132.9048.1210.1408232.9049.5210.2108332.90410.9210.2808432.90412.3210.3508532.90413.7210.4208632.90415.1210.3508732.904

8、16.5210.2808832.90417.9210.2108932.90419.3210.1409032.