建筑结构分析中英文.doc

建筑结构分析中英文?? 设计依据Design Criterion 设计主要依据:??? 《建筑结构荷载规范》(GB 50009-2001);《建筑抗震设计规范》(GB 50011-2001);???? 《钢结构设计规范》(GB 50017-2003);??????《门式刚架轻型房屋钢结构技术规程》(CECS 102:2002);? Main Criterion:《Load Code for the Design of Building Structures》(GB 50009-2001);《Code for Seismic Design of Buildings》(GB 50011-2001);? 《Code for Design of Steel Structures》(GB 50017-2003); 《Technical Specification for Steel Structure of Light-Weight with Gabled Frames》(CECS 102:2002); 结果输出 Result Output ---- 总信息 ----?? ------General Informaiton------ 结构类型: 门式刚架轻型房屋钢结构 Structure Style: Steel Structure of Light-Weight with Gabled Frames设计规范: 按《门式刚架轻型房屋钢结构技术规程》计算 Design Criterion: The calculation is according to 《Technical Specification for Steel Structure of Light-Weight with Gabled Frames》? 结构重要性系数:? 1.00 Coefficient for importance of structure: 1.00??? 柱数:???? 2??? 梁数:???? 2 Posts Number: 2Beams Number: 2 支座约束数:? 2??? 标准截面总数:? 2??? Bearing restraint Number: 2Total numbers of standard sections: 2 风荷载计算信息: 计算风荷载?? Wind load computing information: Calculate wind load钢材: Q235? Steel: Q235? 梁柱自重计算信息: 柱梁自重都计算? Computing information for the self-weight of Beams and posts: All are calculated恒载作用下柱的轴向变形: 考虑? Posts deformation along axes direction under the effection of dead load? 梁柱自重计算增大系数:? 1.20?? Magnification Factor for the self-weight calculation? of the beams and posts: 1.20梁刚度增大系数:? 1.00??? Magnification Factor of stiffness of beams: 1.00钢结构净截面面积与毛截面面积比:? 0.85? Area ratio between net section and grosssection of steel structures: 0.85? 钢结构受拉柱容许长细比:? 400? Allowable slenderness ration of tensile posts of steel structure: 400? 钢结构受压柱容许长细比:? 500Allowable slenderness ration of compression posts of steel structure: 500钢梁容许挠跨比:?? l /? 180? Allowable bending span ratio of steel beams: 1/800结构采用方管? 250*150*6 Structure adopt square tube 250*150*6荷载取值Load value弯矩包络图Bending moment envelope diagram轴力包络图Axial forces envelope diagram剪力包络图Shearing forces envelope diagra