一层钢架计算书.doc

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1、重庆富桥金阳店夹层钢结构工程设计计算书设计：校对：审核：批准：贵州长城建筑设计有限公司二O一四年五月目录一、设计依据...............................................1二、计算简图...............................................1三、几何信息...............................................2四、荷载信息...............................

2、................8五、内力位移计算结果.......................................20六、设计验算结果...........................................53一、设计依据《钢结构设计规范》（GB50017-2003）《建筑结构荷载规范》（GB50009-2012）《建筑抗震设计规范》（GB50011-2010）《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

3、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144.98316.9840.000√√√√√√244.98320.3840.000√√√√√√344.98328.6840.000√√√√√√453.38328.6840.000√√√√√√544.98334.0840.000√√√√√√653.383

4、34.0840.000√√√√√√761.78334.0840.000√√√√√√861.78328.6840.000√√√√√√961.78320.3840.000√√√√√√1056.98315.9840.000√√√√√√1166.58315.9840.000√√√√√√1278.58316.9840.000√√√√√√1370.18328.6840.000√√√√√√1478.58321.8840.000√√√√√√1578.58328.6840.000√√√√√√1670.18334.0

5、840.000√√√√√√1778.58334.0840.000√√√√√√1856.98320.3840.0001966.58320.3840.0002055.88328.6840.0002155.88334.0840.0002261.78315.9840.0002366.48328.6840.0002466.48334.0840.0002576.48334.0840.0002676.48328.6840.0002776.48324.5340.0002876.48321.8840.0002976

6、.48316.9840.0003074.38334.0840.0003174.38328.6840.0003274.38324.5340.0003374.38321.8840.0003474.38316.9840.0003572.28334.0840.0003672.28328.6840.0003772.28324.5340.0003872.28321.8840.0003972.28316.9840.0004068.08334.0840.0004168.08328.6840.0004268.083

7、24.5340.0004368.08320.3840.0004468.08315.9840.0004565.98328.6840.0004665.98324.5340.0004765.98320.3840.0004865.98315.9840.0004963.88328.6840.0005063.88324.5340.0005163.88320.3840.0005263.88315.9840.0005359.68334.0840.0005459.68328.6840.0005559.68324.5

8、340.0005659.68320.3840.0005759.68315.9840.0005855.48328.6840.0005955.48324.5340.0006055.48320.3840.0006155.48315.9840.0006257.58334.0840.0006357.58328.6840.0006457.58324.5340.0006557.58320.3840.0006657.58315.9840.0006751.28334.0840.0006851.283