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1、庞公滨江背水面景观服务驿站项目屋顶铝单板钢结构计算书计算人：校对人：审核人：日期：3D3S有限元计算一、设计依据1二、计算简图1三、几何信息3四、荷载与组合81 .节点荷载82 .单元荷载83 .其它荷载204 .荷载组合21五、内力位移计算结果211 .内力211.1 1工况内力211.2 组合内力211.3 最不利内力211.4 内力统计352 .位移362 .1工况位移363 .2组合位移36六、设计验算结果39附录44(GB50018-2002)(GB50009-2012)(GB50011-2010)(GB50007-2011)(GB50661-2011)一、设计依据冷弯薄壁型钢结构技
2、术规范建筑结构荷载规范建筑抗震设计规范建筑地基基础设计规范钢结构焊接规范钢结构高强度螺栓连接技术规程(JGJ82-2011)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卜表: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18.002-5.827-0.32528.002-5.827-1.975738.002-4.827-0.32548.002-4.827-1.97558.002-3.827-0.32568.002-3.827-1.97578.002-2.827-0.32588.002-2.827-1.97
3、598.002-1.827-0.325节点号X坐标加)y坐标加)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108.002-1.827-1.975116.597-5.827-0.738126.597-4.827-0.738136.597-3.827-0.738146.597-2.827-0.738156.597-1.827-0.738165.542-5.827-0.150175.542-1.827-0.150185.542-1.8270.000195.542-5.8270.000208.002-5.827-2.625217.827-5.827-2.625227.827-5.82
4、7-1.975238.002-4.827-2.625247.827-4.827-2.625257.827-4.827-1.975265.542-4.827-0.150275.542-4.8270.000288.002-3.827-2.625297.827-3.827-2.625307.827-3.827-1.975315.542-3.827-0.150325.542-3.8270.000338.002-2.827-2.625347.827-2.827-2.625357.827-2.827-1.975365.542-2.827-0.150375.542-2.8270.000388.002-1.8
5、27-2.625397.827-1.827-2.625407.827-1.827-1.975416.772-1.827-0.163427.652-1.827-1.325437.827-1.827-1.325448.002-1.827-1.325456.772-2.827-0.163467.652-2.827-1.325477.827-2.827-1.325节点号X坐标加)y坐标加)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488.002-2.827-1.325496.772-3.827-0.163507.652-3.827-1.325517.827-3.827-1.32552
6、8.002-3.827-1.325536.772-4.827-0.163547.652-4.827-1.325557.827-4.827-1.325568.002-4.827-1.325576.772-5.827-0.163587.652-5.827-1.325597.827-5.827-1.325608.002-5.827-1.325各单元信息如下表:单元号截面名称长度(m)面积(un2)绕2轴惯性矩(xlmm,)绕3轴惯性矩(xl,mm,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放1方60x4.01.00085544441.0001.0002方60x4.01.00085544
7、441.0001.0003方60x4.01.00085544441.0001.0004方60x4.01.00085544441.0001.0005方60x4.01.00085544441.0001.0006方60x4.01.46485544441.0001.000RlR2R3R2R37方60x4.01.46485544441.0001.000RlR2R3R2R38方60x4.01.46485544441.0001.000RlR2R3R2R39方60x4.01.46485544441.0001.000RlR2R3R2R310方60x4.01.46485544441.0001.000RlR2R3R
8、2R311方60x4.01.00085544441.0001.00012方60x4.01.00085544441.0001.00013方60x4.01.00085544441.0001.00014方60x4.01.00085544441.0001.00015方60x4.01.00085544441.0001.00016方60x4.00.17585544441.0001.00017方60x4.00.17585544441.0001.00018方60x4.01.00085544441.0001.00019方60x4.01.00085544111.0001.000单元号截面名称长度(IIl)面积(m
9、m2)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xlsun,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放20方60x4.01.00085544441.0001.00021方60x4.01.00085544441.0001.00022方60x4.00.15085544440.9460.97123方60x4.00.17585544441.0001.00024方60x4.00.17585544441.0001.00025方60x4.01.00085544441.0001.00026方60x4.01.00085544441.0001.00027方60x4.01.00085544441.0
10、001.00028方60x4.01.00085544441.0001.00029方60x4.00.15085544440.9020.97130方60x4.00.17585544441.0001.00031方60x4.00.17585544441.0001.00032方60x4.01.00085544441.0001.00033方60x4.01.00085544441.0001.00034方160x4.01.00024559879871.1940.97835方160x4.00.65024559879871.8370.72136方60x4.00.15085544440.9020.97137方60x
11、4.00.17585544441.0001.00038方60x4.00.17585544441.0001.00039方160x4.01.00024559879871.1820.9781()方160x4.00.65024559879871.8180.72141方160x4.01.00024559879871.1820.97842方160x4.00.65024559879871.8180.721!：,方60x4.00.15085544110.9020.97111方60x4.00.17585544111.0001.00045方60x4.00.17585544441.0001.00046方160x4.
12、01.00024559879871.1820.97847方160x4.00.65024559879871.8180.72148方160x4.01.00024559879871.1940.97849方160x4.00.65024559879871.8370.72150方60x4.00.15085544440.9460.97151方60x4.01.24185544441.0002.00052方60x4.01.24185544441.0002.00053方60x4.00.17585544442.0001.00054方60x4.00.17585544442.0001.00055方60x4.01.208
13、85544441.0001.000单元号截面名称长度(IIl)面积(mm2)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xlsun,)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放56方60x4.01.20885544441.0001.00057方60x4.00.65085544442.0000.59158方60x4.00.65085544442.0000.59159方60x4.01.24185544441.0002.00060方60x4.01.24185544441.0002.00061方60x4.00.17585544442.0001.00062方60x4.00.175855444
14、42.0001.00063方60x4.01.20885544441.0001.00064方60x4.01.20885544441.0001.00065方60x4.00.65085544442.0000.59166方60x4.00.65085544442.0000.59167方60x4.01.24185544441.0002.00068方60x4.01.24185544441.0002.00069方60x4.00.17585544442.0001.00070方60x4.00.17585544442.0001.00071方60x4.01.20885544441.0001.00072方60x4.01
15、.20885544441.0001.00073方60x4.00.65085544442.0000.59174方60x4.00.65085544442.0000.59175方60x4.01.24185544111.0002.00076方60x4.01.24185544111.0002.00077方60x4.00.17585544442.0001.00078方60x4.00.17585544112.0001.00079方60x4.01.20885544111.0001.00080方60x4.01.20885544111.0001.00081方60x4.00.65085544442.0000.591
16、82方60x4.00.65085544442.0000.59183方60x4.01.24185544441.0002.00084方60x4.01.24185544441.0002.000N.5方60x4.00.17585544142.0001.00086方60x4.00.17585544442.0001.00087方60x4.01.20885544441.0001.00088方60x4.01.20885544441.0001.00089方60x4.00.65085544442.0000.59190方60x4.00.65085544442.0000.591四、荷载与组合结构重要性系数：1.001
17、 .节点荷载(1)节点荷载汇总表(力：kN；弯矩：kN.m)(2)节点荷载图(力:kN；弯矩：kN.m)2 .单元荷载(1)单元荷载汇总表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.mm)第0工况单元荷载表单元号工况号类型方向QlQ2XlX210三角形荷载Z-0.20.00.51.020三角形荷载Z-0.20.00.51.030三角形荷载Z-0.20.00.51.040三角形荷载Z-0.20.00.51.050三角形荷载Z-0.20.00.51.()110三角形荷载Z-0.20.00.51.0120三角形荷载Z-0.20.00.51.()130三角形荷载Z-0.20.00.5
18、1.0140三角形荷载Z-0.20.00.51.()150三角形荷载Z-0.20.00.51.0180三角形荷载Z-0.20.00.51.()190三角形荷载Z-0.20.00.51.0200三角形荷载Z-0.40.00.51.0210三角形荷载Z-0.40.00.51.0250三角形荷载Z-0.40.00.51.0260三角形荷载Z-0.40.00.51.0270三角形荷载Z-0.70.0().51.()280三角形荷载Z-0.70.00.51.0320三角形荷载Z-0.70.00.51.()330三角形荷载Z-0.70.00.51.0单元号工况号类型方向QlQ21X2510梯形荷载Z-0.
19、2-0.20.50.7520梯形荷载Z-0.2-0.20.50.7550梯形荷载Z-0.2-0.20.50.7560三角形荷载Z-0.20.01.21.2590梯形荷载Z-0.4-0.40.50.7600梯形荷载Z-0.4-0.4().50.7630三角形荷载Z-0.40.00.0().()640梯形荷载Z-0.4-0.40.50.7670梯形荷载Z-0.4-0.40.50.7680梯形荷载Z-0.4-0.40.50.7710三角形荷载Z-0.40.00.00.()720梯形荷载Z-0.4-0.40.5().7750梯形荷载Z-0.4-0.40.50.7760梯形荷载Z-0.4-0.40.50
20、.7790三角形荷载Z-0.40.00.00.0800梯形荷载Z-0.4-0.40.50.7830梯形荷载Z-0.2-0.20.50.7840梯形荷载Z-0.2-0.20.50.7870梯形荷载Z-0.2-0.20.50.7880三角形荷载Z-0.20.01.21.2第1工况单元荷载表单元号工况号类型方向QlQ2XlX211三角形荷载Z-0.20.00.51.021三角形荷载Z-0.20.00.51.031三角形荷载Z-0.20.00.51.041三角形荷载Z-0.20.00.51.051三角形荷载Z-0.20.00.51.()111三角形荷载Z-0.20.00.51.0121三角形荷载Z-0
21、.20.00.51.()131三角形荷载Z-0.20.00.51.0201三角形荷载Z-0.50.00.51.0211三角形荷载Z-0.50.00.51.0251三角形荷载Z-0.50.00.51.0261三角形荷载Z-0.50.00.51.0511梯形荷载Z-0.2-0.20.50.7521梯形荷载Z-0.2-0.20.50.7591梯形荷载Z-0.5-0.50.50.7单元号工况号类型方向QlQ21X2601梯形荷载Z-0.5-0.50.50.7671梯形荷载Z-0.5-0.50.50.7681梯形荷载Z-0.5-0.50.50.7751梯形荷载Z-0.5-0.5().50.7761梯形荷
22、载Z-0.5O.；）0.50.7831梯形荷载Z-0.2-0.2().50.7841梯形荷载Z-0.2-0.20.50.7第2工况单元荷载表单元号工况号类型方向QlQ2XlX252梯形荷载X-0.1-0.10.10.9112梯形荷载X-0.I-0.10.L0.9122梯形荷载X-0.1-0.10.10.9132梯形荷载X-0.1-0.10.10.9142三角形荷载X-0.2-0.00.50.0142三角形荷载Z-0.4-0.00.50.0142梯形荷载X-0.1-0.10.10.9152三角形荷载X-0.2-0.00.50.0152三角形荷载Z-0.4-0.00.50.0152梯形荷载X-0.
23、1-0.10.1().9182三角形荷载X-0.2-0.00.50.0182三角形荷载Z-0.4-0.00.50.0182梯形荷载X-0.1-0.10.10.9192三角形荷载X-0.2-0.00.50.0192三角形荷载Z-0.4-0.00.50.0192梯形荷载X-0.1-0.10.10.9222三角形荷载X-0.1-0.00.10.0272三角形荷载X-0.8-0.00.50.0272三角形荷载Z-1.4-0.00.50.0282三角形荷载X-0.8-0.00.50.0282三角形荷载Z-1.4().()0.5（）.（）292三角形荷载X-0.1-0.00.10.0322三角形荷载X-0
24、.8-0.00.50.0322三角形荷载Z-1.4-0.00.50.0332三角形荷载X-0.8-0.00.50.0332三角形荷载Z-1.4-0.00.50.0362三角形荷载X-0.1-0.00.10.0432三角形荷载X-0.1-0.00.10.0单元号工况号类型方向QlQ21X2502三角形荷载X-0.1-0.00.10.0552梯形荷载X-0.2-0.20.50.7552梯形荷载Z-0.4-0.40.50.7562三角形荷载X-0.2-0.01.20.0562三角形荷载Z-0.4-0.01.20.0632三角形荷载X-0.5-0.00.00.0632三角形荷载Z-0.80.00.0(
25、).()642梯形荷载X-0.5-0.50.50.7642梯形荷载Z-0.8-0.80.50.7712三角形荷载X-0.5-0.00.00.0712三角形荷载Z-0.8-0.00.00.()722梯形荷载X-0.5-0.50.5().7722梯形荷载Z-0.8-0.80.50.7792三角形荷载X-0.5-0.00.00.0792三角形荷载Z-0.80.00.00.0802梯形荷载X-0.5-0.50.50.7802梯形荷载Z-0.8-0.80.50.7872梯形荷载X-0.2-0.20.50.7872梯形荷载Z-0.4-0.40.50.7882三角形荷载X-0.2-0.01.20.0882三
26、角形荷载Z-0.4-0.01.20.0第3工况单元荷载表单元号工况号类型方向Ql。2XlX：!13三角形荷载X-0.0-0.00.50.013三角形荷载Z-0.2-0.00.50.023三角形荷载X-0.0-0.00.50.023三角形荷载Z-0.2-0.00.50.033三角形荷载X-0.0-0.00.50.033三角形荷载Z-0.2-0.00.50.043三角形荷载X-0.0().()0.5().()43三角形荷载Z-0.2-0.00.50.053三角形荷载X-0.0-0.00.50.053三角形荷载Z-0.2-0.00.50.0113三角形荷载X-0.0-0.00.50.0113三角形荷
27、载Z-0.2-0.00.50.0123三角形荷载X-0.0-0.00.50.0123三角形荷载Z-0.2-0.00.50.0单元号工况号类型方向QlQ21X2133三角形荷载X-0.0-0.00.50.0133三角形荷载Z-0.2-0.00.50.0203三角形荷载X-0.10.00.50.0203三角形荷载Z-0.5-0.0().50.0213三角形荷载X-0.1-0.00.5().()213三角形荷载Z-0.5-0.0().50.0253三角形荷载X-0.10.00.5().()253三角形荷载Z-0.5-0.00.50.0263三角形荷载X-0.10.00.50.0263三角形荷载Z-0
28、.5-0.00.50.0513梯形荷载X-0.0-0.00.50.7513梯形荷载Z-0.20.20.5().7523梯形荷载X-0.00.00.50.7523梯形荷载Z-0.2-0.20.50.7593梯形荷载X-0.1-0.10.50.7593梯形荷载Z-0.5-0.50.50.7603梯形荷载X-0.1-0.10.50.7603梯形荷载Z-0.5-0.50.50.7673梯形荷载X-0.1-0.10.50.7673梯形荷载Z-0.5-0.50.50.7683梯形荷载X-0.1-0.10.50.7683梯形荷载Z-0.5-0.50.50.7753梯形荷载X-0.1-0.10.50.7753梯形荷载Z-0.5-0.50.50.7763梯形荷载X-0.1-0.10.50.7763梯形荷载Z-0.5-0.50.50.7833梯形荷载X-0.0-0.00.50.7833梯形荷载Z-0.2-0.20.50.7843梯形荷载X-0.00.00.50.7843梯形荷载Z-0.2-0.20.50.71）工况号：O*输入的面荷载:序号荷载类型导荷方式体形系数面荷载值（基本风压）1恒载双向杆件一0.40面荷载分布图:2）工况号：1*输入的面荷载:序号荷载类型导荷方式体形系数面荷载值（基本风压）1活我双向
