龙盛广场中庭钢结构初步分析报告

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1、Title:中庭采光顶钢结构初步建模以及混凝土底座参考分析Project:上海龙盛广场Author:Reference:凯腾幕墙顾问·蔡一栋KTF-087-SIR-01ZXY237Nodes0VerticesViewDL312Beams0EdgesRX:-44.0FreedomCase146Plates0LoopsRY:-1.50Bricks0FacesRZ:82.016Links0SurfacesStraus7Release2.2.3Page1Title:中庭采光顶钢结构初步建模以及混凝土底座参考分析Project:上海龙盛广场Author:Reference

2、:凯腾幕墙顾问·蔡一栋KTF-087-SIR-01ZXY237Nodes0VerticesViewDL312Beams0EdgesRX:-44.0FreedomCase146Plates0LoopsRY:-1.50Bricks0FacesRZ:82.016Links0SurfacesStraus7Release2.2.3Page1Title:中庭采光顶钢结构初步建模以及混凝土底座参考分析Project:上海龙盛广场Author:Reference:凯腾幕墙顾问·蔡一栋KTF-087-SIR-01BeamDisp:D(XYZ)(mm)196.1956[Bm:1]1

3、86.3858176.5760166.7662156.9565147.1467137.3369127.5271117.7173107.907698.097888.288078.478268.668458.858749.048939.239129.429319.61969.80980.0000[Bm:95]ZXY237Nodes0VerticesView5:180312Beams0EdgesRX:-44.0FreedomCase146Plates0LoopsRY:-1.5Scale:5.0%0Bricks0FacesRZ:82.016Links0SurfacesS

4、traus7Release2.2.3Page1Title:中庭采光顶钢结构初步建模以及混凝土底座参考分析Project:上海龙盛广场Author:Reference:凯腾幕墙顾问·蔡一栋KTF-087-SIR-01FibreStress(MPa)158.1748[Bm:284]142.8000127.4252112.050596.675781.300965.926150.551335.176619.80184.4270-10.9478-26.3226-41.6973-57.0721-72.4469-87.8217-103.1965-118.5712-133.94

5、60-149.3208[Bm:284]ZXY237Nodes0VerticesView7:270312Beams0EdgesRX:-44.0FreedomCase146Plates0LoopsRY:-1.5Scale:0.0%0Bricks0FacesRZ:82.016Links0SurfacesStraus7Release2.2.3Page1Title:中庭采光顶钢结构初步建模以及混凝土底座参考分析Project:上海龙盛广场Author:Reference:凯腾幕墙顾问·蔡一栋KTF-087-SIR-01FibreStress(MPa)17.8778[Bm:

6、197]16.083214.288512.493810.69918.90457.10985.31513.52051.7258-0.0689-1.8635-3.6582-5.4529-7.2475-9.0422-10.8369-12.6315-14.4262-16.2209-18.0155[Bm:197]ZYX237Nodes0VerticesView1:0312Beams0EdgesRX:-133.4FreedomCase146Plates0LoopsRY:0.4Scale:0.0%0Bricks0FacesRZ:76.116Links0SurfacesStra

7、us7Release2.2.3Page1