鼎丰金工装配车间设计—毕业论文设计计算书

'湘潭大学兴湘学院毕业设计说明书题目：鼎丰金工装配车间专业：土木工程学号：姓名：指导教师：完成日期：2014年5月20日777 湘潭大学兴湘学院毕业论文（设计）任务书一．设计任务设计鼎丰金工装配车间二．设计资料（一）建筑部分50m70---90m车间已建已建车间拟建车间车间已建1．建筑位置：该车间位于鼎丰机械厂厂区大道旁，见图（1）。20m～100m80厂区大道图（1）2．建筑规摸：总建筑面积约为2000~3000m2，结构形式为单层钢刚架结构。基础为钢筋混凝土独立基础。工艺要求采用20t/5t及5t中级工作制吊车各两台，吊车轨顶标高为8m。金工装配车间工艺流程如图（2）所示。图（2）平面组合方式如下： （二）结构部分1．自然条件：基本雪压S0=0.30kN/m2，基本风压w0=0.35kN/m2，主导风向为东南风；最热月平均温度为29.80C，最冷月平均温度为3.50C，夏季极端最高39.80C，冬季极端最低-6.80C；最大日降雨量为195mm，年降雨量为1500mm。2．工程地质条件：厂址位于二级场地，地形平坦，厂区地层自上而下为：①杂填土：厚0.3~0.5m②粘土：可塑状态，饱和，中压缩性，厚0.5~0.55m，其承载力标准值fk=160KPa③粉质粘土：可塑至硬塑状态，饱和，中压缩性，厚3.5~4.5m，其承载力标准值fk=200KPa④粘土：可塑状态，饱和，中压缩性，厚3~3.5m,其承载力标准值fk=160KPa⑤圆砾：中等密实，厚2~2.5m,其承载力标准值fk=280KPa地下水位在地表以下5m，无腐蚀性；地震设防烈度为7度,(0.05g),设计地震分组为第一组。3.材料供应：①钢材：钢筋混凝土结构的钢筋种类，型钢及钢板可保证供应并备有各种规格。②水泥：普通硅酸盐水泥，可配制C15~C30混凝土。③砖：普通粘土砖MU7.5。④其它：如砂石、石灰等地方材料均能按设计要求供应；柱子和屋架可在现场预制，其他预制件均在预制厂制作。4．施工条件：各大建筑公司均可承担施工任务，技术力量、机械吊装设备均能满足要求。5．施工期限：从2014年8月至2014年12月。三．　设计要求(一)建筑部分1．建筑设计构想及说明①确定平面布局（如厂房的跨度和跨数、柱网、轴线、吊车跨间布置方式等）②厂房建筑等级、结构形式、内外装修等。 2．绘制建筑施工图，要求完成1＃图3～4张，内容为：①平面;②剖面;③立面;④节点详图.(二)结构部分1．结构计算书：选定各种结构构件，选择一榀钢排架钢排架进行内力分析，再进行柱及基础的配筋设计，并将计算内容及结果装订成结构计算书。2．绘制结构施工图，要求完成1＃图3～4张，内容为：①基础平面及配筋图；②结构布置图（屋架、天窗架、屋面板、屋盖支撑布置、钢排架、柱及柱间支撑布置）③梁、柱、吊车梁详图。（三）施工组织部分1．编织编制施工组织说明书，内容为：①工程概况和施工条件；②施工方案；③质量及安全措施。2．绘制施工进度计划表，2#图一张。3．绘制施工平面图，2#图一张。四.主要参考文资料  1.《钢结构设计规范》(GB50017—2003)  2.李和华.钢结构连接节点设计手册.中国建筑工业出版社,2003  3.喻立安,陶龙孙等.建筑结构设计施工图集---钢结构.中国建筑工业出版社,1995  4.建筑构造资料集(下册).中国建筑工业出版社,1990  5.汪一骏.轻型钢结构设计指南(实例与图集).中国建筑工业出版社，2000  6.建筑结构静力计算手册.中国建筑工业出版社,1998 7.罗邦富,魏明钟,沈祖炎,陈明辉.钢结构设计手册(第三版).中国建筑工业出版社,20048.《建筑结构荷载规范》GB50009—20129.《混凝土结构设计规范》GB50010—201010.《建筑地基基础设计规范》GB50007—2011湘潭大学兴湘学院 毕业论文（设计）评阅表学号姓名专业土木工程毕业论文（设计）题目：鼎丰金工装配车间评价项目评价内容选题1.是否符合培养目标，体现学科、专业特点和教学计划的基本要求，达到综合训练的目的；2.难度、份量是否适当；3.是否与生产、科研、社会等实际相结合。能力1.是否有查阅文献、综合归纳资料的能力；2.是否有综合运用知识的能力；3.是否具备研究方案的设计能力、研究方法和手段的运用能力；4.是否具备一定的外文与计算机应用能力；5.工科是否有经济分析能力。论文（设计）质量1.立论是否正确，论述是否充分，结构是否严谨合理；实验是否正确，设计、计算、分析处理是否科学；技术用语是否准确，符号是否统一，图表图纸是否完备、整洁、正确，引文是否规范；2.文字是否通顺，有无观点提炼，综合概括能力如何；3.有无理论价值或实际应用价值，有无创新之处。综合评价肖坚同学的毕业设计选题符合培养目标，能较好地体现学科、专业特点和教学计划的基本要求，能达到综合训练的目的，难度适中。体现了较好的查阅文献、综合归纳资料、综合运用知识的能力；具备一定的设计、计算、分析与计算机应用能力。图表较完备、整洁，文字较通顺。工作量较饱满，计算书、图纸达到规定要求。评阅人：2013年5月24日 湘潭大学毕业论文（设计）鉴定意见学号：姓名：专业：土木工程毕业论文（设计说明书）157页图表25张论文（设计）题目：鼎丰金工装配车间内容提要：该工程为金工装配车间，车间位于机械厂的厂区大道旁，距已建车间大约20m，厂区大道为东西方向。工程建筑面积为4820.39㎡，柱网布置采用22m×8.0m，结构形式为单层刚架结构，屋面采用屋面梁与柱刚接，屋面坡度为1/10，屋面排水采用有组织排水。工艺要求有20t/5t及5t中级工作制各吊车二台。屋面为有檩体系，屋面板采用压型钢板（0.426mm厚840型），压型钢板通过墙架墙梁与柱相连。该厂房选择了合适的平面形状，有利于厂房所需机械设备的各项运作。混凝土基础施工阶段以5轴线为界限，分为二个施工段，有节奏流水施工；结构安装从1轴线开始双跨同时依次向10轴线进行安装，场地内各项设施齐全，能满足施工的需要。 指导教师评语肖坚同学能按照毕业设计任务书的要求，独立完成毕业设计任务，学习态度较端正、学习较认真，工作量较饱满，遵守纪律较好。体现了一定的设计、计算、绘图能力。设计方案较合理，结构概念较清楚，计算过程正确，图面较整洁，毕业设计成果达到规定的要求。同意其参加答辩指导教师：年月日答辩简要情况及评语肖坚同学的毕业设计，方案设计及结构布置较合理，计算过程正确，图面较整洁，设计成果达到规定的要求。答辩汇报较清楚，有一定的表达能力，回答问题较准确。根据答辩情况，答辩小组同意其成绩评定为良。答辩小组组长：年月日答辩委员会意见。答辩委员会主任：年月日 目录一、建筑设计说明11.1鼎丰金工装配车间的生产性质11.2车间建筑设计2二、结构设计说明32.1设计依据42.2结构设计42.3结构材料42.4拉条和墙檩的设置4三、结构设计计算63.1屋面檩条设计63.2墙面檩条设计83.3吊车梁设计123.4抗风柱的设计193.5刚架设计233.6钢架节点设计1293.7基础设计150四、施工组织设计1724.1编制说明1724.2工程概述1724.3施工组织和管理机构：1744.4基础工程施工方案1754.5主刚架结构施工方案1774.6钢结构吊装工程施工方案1794.7主钢结构焊接工艺施工方案1824.8施工质量管理1844.9施工安全措施1894.10施工总体进度计划及保证措施190 鼎丰金工装配车间设计摘要：本工程为鼎丰金工装配车间，采用轻钢结构形式，工程主体为一双跨门式刚架结构，基础为钢筋混凝土柱下独立基础。车间总建筑面积为4820.39㎡，柱网为27m×8.8m(跨度×柱距)。因为有吊车作用而采用等截面组合梁柱及刚接柱脚。设计全过程均参照新规范进行。关键词：轻钢结构；柱网；门式钢架DingfengmetalworkassemblydesignAbstract：Thisengineeringistheconstructionofanassemblingworkshopofonemetalworkingadoptstheversionoflight-dutysteelconstructionandindependentfoundationsofreinforcedconcretecolumnpad.Thetotalbuildingareaoftheworkshopis4820.39m²,columngridis27m×8.8m,beingonedouble-spanportalrigidframe.Becauseoftheactionofthehoist,itadoptsequal-sectionedassembledgirder.Inthewholecourseofdesign,weallconsultthenewcriterionforreference.Keywords:light-duty;steel;structura 一、建筑设计说明1.1鼎丰金工装配车间的生产性质1.1.1生产性质与建筑类别：⑴按生产状况分：属于冷加工车间⑵按火灾危险性质分：属于戊类生产厂房内油漆工段应属于乙类生产，但这部分所占厂房面积小于10%，所以可以采用防火隔断，局部通风等措施解决。1.1.2生产性质与有关规范：⑴耐火等级：一般要求Ⅱ级⑵采光等级：一般可按中等精确工作Ⅲ级考虑⑶卫生特征分级：定为4级，即无毒生产1.1.3车间各工段的生产概况（1）原料毛坯库：各种型钢，钢板，锻铸件及部分零配件经南侧入口用载重汽车或电瓶车运进厂房，再由吊车卸下，经检验合格者再分别储藏于规定的地段。该地段地面构造要能承受笨重物件的冲击和滚动。划线工段：（2）按加工需要，用运输工具提供原料毛坯到工作台或地坪进行切割。此工段虽占地不多，但要求采光，通风良好。（3）加工工段：分大、中、小件加工三个区段，并配有各式机床。一般小件加工要求光线好，应置于厂房北面边跨，以求光线均匀，并要求避免外界震动影响。本段生产情况是对加工按指定的工序进行加工，所以在机床周围除了工人操作以外，还要考虑临时存放加工工件，半成品和停留小型手推车。（3）中间库：加工后的半成品，经过质量检验合格者，移交装配工段保管员验收清点入库。装配工段：用电瓶车或者手推车将半成品运到装配工段进行部装或总装。产品必须经过试车及各种性能的考核验定，合格者才能进行油漆喷刷。⑹油漆工段：11 本工段火灾危险属于乙类生产，其溶剂具有毒性，易燃且易爆，应该布置在装配跨下风向，并用防火隔断或者通道明显分区。油漆材料分储藏及配置两部分，此处应该防止阳光直射。⑺装箱工段：产品经过油漆后包装入箱，所以此工段除操作面积外，尚需箱壳储存，货箱待发等应有面积。⑻辅助工段：酸洗，电镀，热处理因为其生产过程中温湿度较高，有腐蚀性气体，故在本建筑外另有安排。1.2车间建筑设计1.2.1平面设计根据生产工艺的要求，厂房平面矩形平面，其柱网采用8.0m×22m。其纵向横向定位轴线除两端部与柱翼缘外侧重合外，其余均与柱中心线重合。厂房的总长度为10×8.0=80.0m。厂房内根据载重汽车出入需要及人员安全疏散要求，厂房四周出入大门洞口尺寸分别取为4.8m×5.1m(宽×高)、。1.2.2剖面设计⑴．厂房高度的确定厂房高度、跨度在很大程度上是由不同的生产工艺流程和使用功能所决定的，在尽可能满足生产工艺和使用功能上，应根据房屋的高度确定合理的跨度。一般情况下，当柱高、荷载一定时，适当加大跨度，刚架的用钢量增加不太明显，但节省空间，基础造价低，综合效益较为可观。通过对大量的门式刚架设计整理、统计和分析发现。房屋柱高/跨度值在0.25～0.4（无吊车）、0.5～0.7(有吊车)之间；例如当檐高6～7.5m、柱距为7.0m，荷载情况完全一致下，跨度在24-30m之间的刚架单位用钢量（Q235）为19～24kg/㎡；当跨度在21-48m之间的刚架单位用钢量为25～40kg/㎡，当檐高为12.0m、跨度超过48m时宜采用多跨刚架（中间设置摇摆住），其用钢量较单跨刚架节约18%左右。本设计檐口高度为15.0米，跨度为22米。⑵．侧墙檐口形式：根据所选用的屋架类型和屋面排水形式设为挑檐式。外门的宽度：根据厂房所采用的运输工具而定，门洞上方设有雨篷，下端设有坡道。厂房室内外地坪高差取150mm。⑶．采光通风的设计根据厂房生产状况，查(文献4)得知，厂房的采光为Ⅲ级，采用双侧窗采光，设高低窗。取窗尺寸(宽×高)为：(正面)低窗C15.0m×4.0m，高窗C25.0×2.011 m，(侧窗)低窗C13.5×5m，高窗C23.5×2.0m，以利于远近窗点的采光。侧窗采光系数为1/3.5，车间面积为44×80=3250m²,计算得窗子的面积为1416m²。因为窗地比为1416/3250=043>1/3.5,满足要求。结合屋顶采光板采用混合采光，在屋顶每个柱距设1条采光板，屋面板型号为840型压型钢板，相应的采光板宽度为840mm宽，其面积为0.84×9×54=816.48m²,采光系数为1/8，折算为侧窗面积181.44×8/3.5=933.124m²。鉴于厂房为冷加工车间，且厂房较高，其通风问题主要是合理组织气流路径，利用穿堂风即可有效的解决。具体设计是将两侧窗对窗，方便组织气流，形成穿堂风；高侧窗设为固定窗。山墙设置同纵墙。⑷．屋面排水设计屋面排水方式采用有组织排水，两外纵墙采用檐沟外排水。屋面排水坡度取10%，檐沟纵向坡度取1%,采用￠160VPC管排水。1.2.3立面设计采用竖向波形压型钢板外墙及铝合金窗，形成竖向线条的立面效果，改变厂房长度和高度尺寸的扁平视觉效果。1.2.4构造设计⑴．外墙构造外墙底部窗台以下部分采用240厚实心砖墙，高度为1.0m，窗台以上部分用压型钢板外墙。墙板通过墙梁与刚架柱连接。⑵．屋顶构造屋顶采用单层镀锌彩板，通过冷轧薄壁型钢檩条与刚架斜梁连接。屋面檐口部分采用组织排水方式。⑶．地面构造因厂房内生产对地面没有特殊要求，故采用水泥沙浆地面。其构造层厚度可查阅《工业建筑地面设计规范》附录一得以确定。具体构造做法详见建筑详图。⑷．抗震设计本工程所处抗震设防烈度为7级，且为Ⅱ级场地，根据《建筑抗震设计规范》（GB50011-2001）可不进行抗震作用计算，只采用构造措施抗震。抗震构造措施，考虑矩形天窗是屋顶突出部分，刚度较小，因而尽量避免设置。设计采用双跨对称门式刚架建筑形式，布局规则对称，刚度质量沿纵横向及高度方向均无突变，且两者中心重合，避免了扭转效应的不利作用。11 二、结构设计说明2.1设计依据1.本工程为单层钢结构工业厂房，梁上翼缘最高为12m。根据建设地点为7度抗震地区，抗震设防等级为二级，建筑物安全等级为二级。2.规范（1）、建筑结构荷载规范（GB5009-2012）（2）、混凝土结构设计规范（GB50010-2002）（3）、建筑地基基础设计规范（GB5007-2002）（4）、抗震设计规范（GB50010-2002）（5）、钢结构设计规范(GB50017—2003)2.2结构设计（1）、本工程根据房屋高度，采用门式刚架结构。（2）、梁、柱均采用焊接工字型钢，连接采用高强度螺栓连接。2.3结构材料混凝土：C10C30钢筋：HPB235HPB335焊条：E43砌体：普通粘土砖MU7.5砂浆：混合砂浆M5—M152.4拉条和墙檩的设置檩条和墙檩均采用冷弯薄壁型钢，檩条水平间距为1.5m，屋脊处顺屋面左右偏移200mm，墙檩间距为1.5m，用螺栓连接在刚架上。（1）檩条的设置因柱距为8.0m，在屋面檩条和墙面檩条中部设置二道拉条。为了更好的传递力，在屋脊处设置斜拉条。（2）支撑的设置厂房长度为8011 m，设置了两个温度区段，在端部的第一开间和中部设置三道水平支撑，相应柱间设置三道上柱支撑，考虑温度应力的影响和抗震需要，只在中部牛腿设置一道柱间支撑.（3）系杆的设置在屋面转折处设置通长刚性系杆，端部的第一开间水平支撑处有檩条充当刚性系杆，系杆材料为Ф114×3的钢管。（4）隅撑的设置檩条和墙檩靠隅撑将其与屋架梁牢固连接，以保证其稳定性。檩条和墙檩每间隔一根设置一道隅撑，隅撑采用Q235钢L50×4，角度为45。屋面结构布置图和柱间支撑布置图详见结构施工图。11 三、结构设计计算3.1屋面檩条设计---------------------------------------------------------------------冷弯薄壁型钢檩条设计输出文件输入数据文件:肖输出结果文件:肖设计时间:5/21/2014---------------------------------------------------------------------=====设计依据======建筑结构荷载规范(GB50009--2001)冷弯薄壁型钢结构技术规范(GB50018-2002)=====设计数据======屋面坡度(度):10.000檩条跨度(m):8.000檩条间距(m):1.500设计规范:门式刚架规程CECS102:2002风吸力下翼缘受压稳定验算：按附录E验算檩条形式:卷边槽形冷弯型钢C250X75X20X2.0钢材钢号：Q345钢拉条设置:设置两道拉条拉条作用:能约束檩条上翼缘净截面系数:1.000檩条仅支承压型钢板屋面(承受活荷载或雪荷载),挠度限值为1/150屋面板为两跨或两跨以上面板屋面板能阻止檩条侧向失稳构造不能保证风吸力作用下翼缘受压的稳定性每米宽度屋面板的惯性矩(m4):0.E-06建筑类型:封闭式建筑分区:中间区基本风压:0.368风荷载高度变化系数:1.130风荷载体型系数:-1.15011 风荷载标准值(kN/m2):-0.478屋面自重标准值(kN/m2):0.046活荷载标准值(kN/m2):0.700雪荷载标准值(kN/m2):0.450积灰荷载标准值(kN/m2):0.000检修荷载标准值(kN):1.000=====截面及材料特性======檩条形式:卷边槽形冷弯型钢C250X75X20X2.0b=75.000h=250.000c=20.000t=2.000A=0.8430E-03Ix=0.7710E-05Iy=0.5846E-06It=0.1125E-08Iw=0.6945E-08Wx1=0.6168E-04Wx2=0.6168E-04Wy1=0.3025E-04Wy2=0.1050E-04钢材钢号：Q345钢屈服强度fy=345.000强度设计值f=300.000考虑冷弯效应强度f"=311.046-----------------------------------------------=====截面验算======-----------------------------------------------|1.2恒载+1.4(活载+0.9积灰)组合|-----------------------------------------------弯矩设计值(kN.m):Mx=12.859弯矩设计值(kN.m):My=0.050有效截面计算结果:Ae=0.7311E-03Iex=0.6499E-05Iey=0.5522E-06Wex1=0.4665E-04Wex2=0.4665E-04Wex3=0.5872E-04Wex4=0.5872E-04Wey1=0.2747E-04Wey2=0.1006E-04Wey3=0.2747E-04Wey4=0.1006E-04截面强度(N/mm2):σmax=277.496<=300.000-----------------------------|1.0恒载+1.4风载(吸力)组合|-----------------------------弯矩设计值(kN.m):Mxw=-6.969弯矩设计值(kN.m):Myw=0.00411 有效截面计算结果:Ae=0.7898E-03θe=0.0000E+00Iex=0.7123E-05Iey=0.5714E-06Wex1=0.6018E-04Wex2=0.6018E-04Wex3=0.5410E-04Wex4=0.5410E-04Wey1=0.2925E-04Wey2=0.1030E-04Wey3=0.2925E-04Wey4=0.1030E-04截面强度(N/mm2):σmaxw=128.950<=300.000按门式刚架规程CECS102:2002附录E计算:下翼缘压弯屈曲承载力降低系数:χ=0.585垂直荷载引起的下翼缘侧向弯矩:My"=-0.068下翼缘的稳定性(N/mm2):fstabw=237.652<=300.000------------------------------|荷载标准值作用下，挠度计算|垂直于屋面的挠度(mm):v=39.193<=53.333---------------------------------------------------------------------=====计算满足======---------------------------------------------------------------------檩条能够承受的最大轴力设计值为(KN):N=0.000---------------------------------------------------------------------=====计算结束======3.2墙面檩条设计---------------------------------------------------------------------|冷弯薄壁型钢墙梁设计输出文件|输入数据文件:肖坚|输出结果文件:肖坚|设计时间:5/21/2014---------------------------------------------------------------------=====设计依据======建筑结构荷载规范(GB50009--2012)冷弯薄壁型钢结构技术规范(GB50018-2002)门式刚架轻型房屋钢结构技术规程(CECS102:2002)=====设计数据======墙梁跨度(m):8.000墙梁间距(m):1.50011 设计规范:门式刚架规程CECS102:2002风吸力下翼缘受压稳定验算：按附录E验算墙梁形式:卷边槽形冷弯型钢C280X70X20X2.5墙梁布置方式:口朝下钢材钢号：Q345钢拉条设置:设置两道拉条拉条作用:能约束墙梁外翼缘净截面系数:1.000墙梁支承压型钢板墙,水平挠度限值为1/100墙板能阻止墙梁侧向失稳构造不能保证风吸力作用墙梁内翼缘受压的稳定性墙梁支撑墙板重量单侧挂墙板墙梁上方一侧板重(kN/m):0.290每米宽度墙板的惯性矩(m4):0.E-06建筑类型:封闭式建筑分区:中间区基本风压:0.368风荷载高度变化系数:1.130迎风风荷载体型系数:1.000背风风荷载体型系数:-1.100迎风风荷载标准值(kN/m2):0.416背风风荷载标准值(kN/m2):-0.457=====截面及材料特性======墙梁形式:卷边槽形冷弯型钢C280X70X20X2.5b=70.000h=280.000c=20.000t=2.500A=0.1068E-02Ix=0.1164E-04Iy=0.6012E-06It=0.2344E-08Iw=0.8700E-08Wx1=0.8944E-04Wx2=0.8944E-04Wy1=0.3886E-04Wy2=0.1247E-04钢材钢号：Q345钢屈服强度fy=345.000强度设计值f=300.000考虑冷弯效应强度f"=313.624=====设计内力======11 ------------------------|1.2恒载+1.4风压力组合|-------------------------绕主惯性轴强轴弯矩设计值(kN.m):Mx=6.986绕主惯性轴弱轴弯矩设计值(kN.m):My=0.319水平剪力设计值(kN):Vx=3.493竖向剪力设计值(kN):Vy=0.718------------------------|1.35恒载|-------------------------绕主惯性轴强轴弯矩设计值(kN.m):Mx1=0.000绕主惯性轴弱轴弯矩设计值(kN.m):My1=0.359水平剪力设计值(kN):Vx1=0.000竖向剪力设计值(kN):Vy1=0.807-------------------------|1.2恒载+1.4风吸力组合|-------------------------绕主惯性轴强轴弯矩设计值(kN.m):Mx2=-7.685绕主惯性轴弱轴弯矩设计值(kN.m):My2=-0.062水平剪力设计值(kN):Vxw=3.842竖向剪力设计值(kN):Vyw=0.718---------------------------------------------------------------------=====风压力作用验算======抗弯控制组合：1.2恒载+1.4风压力组合有效截面特性计算结果:全截面有效。截面强度(N/mm2):σmax=103.692<=313.624抗剪控制组合：1.2恒载+1.4风压力组合截面最大剪应力(N/mm2):τ=7.621<=175.000=====风吸力作用验算======组合:1.2恒载+1.4风吸力有效截面特性计算结果:全截面有效。截面强度(N/mm2):σmaxw=111.503<=313.62411 内翼缘受压稳定性验算：按门式刚架规程CECS102:2002附录E计算:内翼缘压弯屈曲承载力降低系数:0.487内翼缘的稳定性(N/mm2):fstab190.810<=300.000截面最大剪应力(N/mm2):τw=8.383<=175.000=====荷载标准值作用下，挠度验算======竖向挠度(mm):fy=1.033水平挠度(mm):fx=13.868<=80.000---------------------------------------------------------------------=====计算满足======---------------------------------------------------------------------=====计算结束======11 3.3吊车梁设计3.3.1设计资料（1）吊车梁跨度为L=8.0m，有制动结构，支撑于牛腿，采用平板支座，计算跨度l=8.0m，知有两台20t/5t（A4）和两台5t（A4）起重机，只需计算两个吨位较大的起重机就可以满足小吨位起重机。设有两起重量Q=20/5t中级工作制（A4）软钩吊车，吊车跨度S=20.25m，钢材采用Q345，焊条采用E50型。（2）采用DQQD型20/5t桥式吊车，数据为：起重量Q(t)工作制度跨度S(m)起升高度(m)基本尺寸(mm)轨道型号Kg/m重量(t)轮压(KN)主钩副钩BW车重总重PmaxPmin5A420.2516355046501.8018.78.53.3520.05A420.25121441005300437.002919.64.93.3.2吊车梁荷载计算吊车荷载动力系数，吊车荷载分项系数。吊车荷载设计值为3.3.3内力计算1吊车梁中最大弯矩及相应的剪力产生最大弯矩的荷载位置见下图其中PKPM软件验证如下：---------------------------------------------------------------------------|简支焊接工字型钢吊车梁设计输出文件|输入数据文件:78|输出结果文件:78.out138 |设计依据:建筑结构荷载规范GB50009-2001|钢结构设计规范GB50017-2003|设计时间:2014年5月5日---------------------------------------------------------------------------|吊车数据：(除注明外，重量单位为t；长度单位为m)|--------------------------------------------------------------------------|序号起重量工作级别一侧轮数PmaxPmin小车重吊车宽度轨道高度|--------------------------------------------------------------------------|15.0A4，A5软钩28.503.351.704.6500.134|卡轨力系数α:0.00|轮距:3.550|--------------------------------------------------------------------------|220A4,A5软钩219.604.907.005.3000.120|卡轨力系数α:0.00|轮距:4.100---------------------------------------------------------------------------|输入数据说明：|Lo:吊车梁跨度|Lo2:相邻吊车梁跨度|SDCH:吊车台数|DCH1:第一台的序号|DCH2:第二台的序号(只有一台时=0)|KIND:吊车梁的类型,/1无制动结构/2制动桁架/3制动板/|IG1:钢材钢号,/3.Q235/16.Q345/|IZXJM:自选截面/1.程序自动选择截面/0.验算截面/|H:吊车梁总高|DB:腹板的厚度|B:上翼缘的宽度|TT:上翼缘的厚度|B1:下翼缘的宽度|T1:下翼缘的厚度|D1:连接吊车轨道的螺栓孔直径|D2:连接制动板的螺栓孔直径|E1:连接轨道的螺栓孔到吊车梁中心的距离138 |E2:连接制动板的螺栓孔到制动板边缘的距离|A:制动桁架的宽度|C:制动桁架的节间长度|HA:制动桁架另一个弦杆的面积---------------------------------------------------------------------------=====输入数据=====LoLo2SDCHDCH1DCH2KINDIG1IZXJM8.0008.0002122160HDBBTTB1T1D1D2E1E20.6800.01400.4000.0160.4000.0160.0220.0220.0800.040ACHA1.0001.0000.200E-02---------------------------------------------------------------------------=====计算结果=====---------------------------------------------------------------------------|=====梁绝对最大竖向、水平弯矩(标准值)计算=====|BWH:最大弯矩对应梁上的轮子序号(从左到右)|EWH:最大弯矩对应梁上有几个轮|CSS:最大弯矩对应轮相对梁中点的距离,(轮在中点左为正)|MP:吊车最大轮压(标准值)产生的最大竖向弯矩|MT:吊车横向水平荷载(标准值)产生的最大水平弯矩|P(J):吊车最大轮压(kN),按每台吊车一侧的轮数排列|T(J):吊车横向水平荷载(kN),按每台吊车一侧的轮数排列|CC(J):吊车轮距,按每台吊车一侧的轮数排列---------------------------------------------------------------------------BWHEWHCSSMPMT330.818525.62116.989P(J)83.36083.360192.217192.217T(J)1.9711.9716.6206.620138 CC(J)3.5501.1504.100---------------------------------------------------------------------------|=====梁绝对最大竖向、水平弯矩(设计值)计算=====|MPP:绝对最大竖向弯矩|MTT:绝对最大水平弯矩(由横向水平制动力产生)|Madd:考虑其他荷载作用时绝对最大竖向弯矩设计值增大|MTadd:考虑其他荷载作用时绝对最大水平弯矩设计值增大---------------------------------------------------------------------------MPPMTTMaddMTadd803.57023.7840.0000.000---------------------------------------------------------------------------|=====梁绝对最大剪力(设计值)计算=====|Qmaxk:绝对最大剪力(标准值)|Qmax:绝对最大剪力(设计值)|MM:计算最大剪力对应的轮子序号（从左往右）|Qadd:考虑其他荷载作用时绝对最大剪力设计值增大---------------------------------------------------------------------------QMAXkQMAXMMQadd314.578480.92710.000---------------------------------------------------------------------------|=====吊车梁、制动梁的净截面截面特性计算=====|YCJ:吊车梁重心位置(相对于下翼缘下表面m)|JXJ:吊车梁对于x轴的惯性矩(m^4)|WXJ:吊车梁对于x轴的抵抗矩(m^3)|JYJ:制动梁对于y轴的惯性矩(m^4)|WYJ:制动梁对于y轴的抵抗矩(m^3)---------------------------------------------------------------------------YCJJXJWXJJYJWYJ0.E+000.E-020.E-020.E-020.E-02---------------------------------------------------------------------------|=====吊车梁上翼缘宽厚比计算=====|Bf/Tf:吊车梁上翼缘自由外伸宽度与其厚度的比值---------------------------------------------------------------------------Bf/Tf=12.062<=[Bf/Tf]=12.380138 ---------------------------------------------------------------------------|=====梁截面应力、局部挤压应力计算=====|CM:上翼缘最大应力|DM:下翼缘最大应力|TU:平板支座时的剪应力|TU1:突缘支座时的剪应力|JBJYYL:吊车最大轮压作用下的局部挤压应力|CMZj:吊车横向荷载作用下的制动梁(或桁架)边梁的应力---------------------------------------------------------------------------CMDMTUTU1JBJYYLCMZJ188.560161.69256.83863.61550.71111.892CM=188.560<=[CM]=310.000DM=161.692<=[DM]=310.000TU=56.838<=[TU]=180.000TU1=63.615<=[TU1]=180.000JBJYYL=50.711<=[CJ]=310.000CMZJ=11.892<=[CMZJ]=310.000---------------------------------------------------------------------------|=====中级工作制吊车梁疲劳应力计算=====|注:1.吊车荷载按起重量最大的一台吊车确定，采用标准值|2.采用循环次数为次的容许应力幅(N/mm^2)|3.欠载效应的等效系数取a=0.5|MPL:用于疲劳计算的绝对最大竖向弯矩|VPL:用于疲劳计算的绝对最大竖向剪力|SIGMA:上翼缘与腹板连接处腹板的疲劳应力(连接类别=2)|SIGMA:0下翼缘与腹板连接处腹板的疲劳应力(正应力)(连接类别=4)|TAO:0下翼缘与腹板连接处角焊缝的疲劳应力(剪应力)(连接类别=8)|SIGMA:5下翼缘往上50mm处腹板的疲劳应力(连接类别=4)---------------------------------------------------------------------------MPLVPL425.311285.923SIGMASIGMA:0TAO:0SIGMA:5079.73179.73141.84767.427a*SIGMA=39.866<=[SIGMA]=144138 a*SIGMA:0=39.866<=[SIGMA:0]=103a*Tao:0=20.924<=[TAO:0]=59a*SIGMA:5=33.714<=[SIGMA:0]=103---------------------------------------------------------------------------|=====梁竖向挠度计算=====|注:吊车荷载按起重量最大的一台吊车确定，采用标准值|MPN:最大一台吊车竖向荷载标准值作用下的最大弯矩|MKadd:考虑其他荷载作用时绝对最大竖向弯矩标准值增大|L/f:吊车梁跨度与竖向挠度之比---------------------------------------------------------------------------MPNMKaddL/F442.3230.0001006.145L/F=1006.145>=[L/F]=1000.000--------------------------------------------------------------------------|=====梁截面加劲肋计算=====|梁腹板高厚比h0/tw=46.286|计算不需要配加劲肋,只需按构造设置|A1:横向加劲肋的最大容许间距|BP,TP:横向加劲肋的宽度,厚度--------------------------------------------------------------------------A1BPTP1.2900.0900.006---------------------------------------------------------------------------|=====突缘式支座端板和角焊缝计算=====|SB:支座端板的宽度|ST:支座端板的厚度|HF1:吊车梁下翼缘与腹板的角焊缝厚度|HF2:支座端板与吊车梁腹板的角焊缝厚度---------------------------------------------------------------------------SBSTHF1HF20.2700.0120.0060.010---------------------------------------------------------------------------|=====平板式支座加劲肋和角焊缝计算=====|PSB:平板式支座加劲肋的宽度138 |PST:平板式支座加劲肋的厚度|HF3:支座加劲肋与吊车梁腹板的角焊缝厚度---------------------------------------------------------------------------PSBPSTHF30.1900.0160.010---------------------------------------------------------------------------|=====吊车梁总重量和刷油面积计算=====|WW:吊车梁总重量(包括加劲肋,端板等)(t)|BPF:刷油面积(m^2)---------------------------------------------------------------------------WWBPF1.44025.861---------------------------------------------------------------------------|=====吊车轮压传至柱牛腿的反力计算=====|(结果为标准值,单位kN,用于计算排架)|RMAX:吊车最大轮压传至柱牛腿的反力|RMIN:吊车最小轮压传至柱牛腿的反力|TMAX:吊车横向荷载传至两侧柱上的总水平力|WT:最大的一台吊车桥架重量|Wt=吊车总重-额定起重量(硬钩吊车-0.7*额定起重量)|MM1:产生最大反力时压在支座上的轮子的序号---------------------------------------------------------------------------RMAXRMINTMAXWTMM1391.685113.16424.696284.4033---------------------------------------------------------------------------=====制动桁架与柱的连接计算=====TQmaxK:吊车横向荷载产生的最大水平剪力标准值|TQmax:吊车横向荷载产生的最大水平剪力设计值|NHSBolt:制动桁架与柱的连接需要高强度螺栓个数(摩擦型高强度螺栓d=2010.9级钢丝刷除绣表面处理)---------------------------------------------------------------------------TQmaxKTQmaxNHSBolt10.52415.4711=====设计满足=====138 =====计算结束=====3.4抗风柱的设计3.4.1设计资料：由于厂房跨度较大，即山墙面积大，为增强厂房纵向刚度，保证山墙稳定性，应在每跨中间设置柱距为9m的山墙抗风柱，计算时，应取用靠近中柱，较高的两根抗风柱中的一根.门式刚架边柱高为15m，中柱为17.2m，经计算较高的抗风柱高度为16.3m。3.4.2荷载计算：-------------------------------|抗风柱设计||||构件：KFZ1||日期：2010/01/22||时间：12:35:46|------------------------------------设计信息-----钢材等级：Q345柱距(m)：5.500柱高(m)：16.650柱截面：焊接组合H形截面:H*B1*B2*Tw*T1*T2=400*300*300*10*12*12铰接信息：两端铰接柱平面内计算长度系数：1.000柱平面外计算长度：6.000强度计算净截面系数：1.000设计规范:《钢结构设计规范》容许挠度限值[υ]:l/400=41.625(mm)风载信息：基本风压W0(kN/m2)：0.368风压力体形系数μs1：1.000风吸力体形系数μs2：-1.000风压高度变化系数μz：1.250138 柱顶恒载(kN)：0.830柱顶活载(kN)：3.850墙板自承重风载作用起始高度y0(m)：0.000-----设计依据-----1、《建筑结构荷载规范》(GB50009-2001)2、《钢结构设计规范》(GB50017-2003)-----抗风柱设计-----1、截面特性计算A=1.0960e-002;Xc=1.5000e-001;Yc=2.0000e-001;Ix=3.1536e-004;Iy=5.4031e-005;ix=1.6963e-001;iy=7.0213e-002;W1x=1.5768e-003;W2x=1.5768e-003;W1y=3.6021e-004;W2y=3.6021e-004;2、风载计算抗风柱上风压力作用均布风载标准值(kN/m):2.530抗风柱上风吸力作用均布风载标准值(kN/m):-2.5303、柱上各断面内力计算结果△　组合号1：1.35恒+0.7*1.4活断面号：1234567弯矩(kN.m)：0.0000.0000.0000.0000.0000.0000.000轴力(kN)：24.10922.50820.90619.30517.70416.10314.501断面号：8910111213弯矩(kN.m)：0.0000.0000.0000.0000.0000.000轴力(kN)：12.90011.2999.6978.0966.4954.893△　组合号2：1.2恒+1.4风压+0.7*1.4活断面号：1234567弯矩(kN.m)：0.000-37.504-68.189-92.055-109.102-119.331-122.740轴力(kN)：21.85020.42619.00317.57916.15614.73313.309断面号：8910111213弯矩(kN.m)：-119.331-109.102-92.055-68.189-37.5040.000轴力(kN)：11.88610.4639.0397.6166.1924.769138 △　组合号3：1.2恒+0.6*1.4风压+1.4活断面号：1234567弯矩(kN.m)：0.000-22.502-40.913-55.233-65.461-71.598-73.644轴力(kN)：23.46722.04320.62019.19617.77316.35014.926断面号：8910111213弯矩(kN.m)：-71.598-65.461-55.233-40.913-22.5020.000轴力(kN)：13.50312.08010.6569.2337.8096.386△　组合号4：1.2恒+1.4风吸+0.7*1.4活断面号：1234567弯矩(kN.m)：0.00037.50468.18992.055109.102119.331122.740轴力(kN)：21.85020.42619.00317.57916.15614.73313.309断面号：8910111213弯矩(kN.m)：119.331109.10292.05568.18937.5040.000轴力(kN)：11.88610.4639.0397.6166.1924.769△　组合号5：1.2恒+0.6*1.4风吸+1.4活断面号：1234567弯矩(kN.m)：0.00022.50240.91355.23365.46171.59873.644轴力(kN)：23.46722.04320.62019.19617.77316.35014.926断面号：8910111213弯矩(kN.m)：71.59865.46155.23340.91322.5020.000轴力(kN)：13.50312.08010.6569.2337.8096.386柱底剪力设计值:风压力作用(kN):29.487风吸力作用(kN):-29.4874、抗风柱强度验算结果控制组合：2设计内力：弯矩(kN.m)：-122.740;轴力(kN)：21.850抗风柱强度计算最大应力(N/mm2):79.834[B/T]=12.38*****压杆,平面内长细比λ=102.≤[λ]=180压杆,平面外长细比λ=119.≤[λ]=180构件重量(Kg)=1348.47--------------------------------------------------------------------------------钢柱2截面类型=16;布置角度=0;计算长度：Lx=21.29,Ly=10.50;长细比：λx=73.0,λy=118.7构件长度=10.50;计算长度系数:Ux=2.03Uy=1.00抗震等级:三级截面参数:B1=400,B2=400,H=700,Tw=10,T1=12,T2=12轴压截面分类:X轴:b类,Y轴:c类构件钢号：Q345验算规范:门规CECS102:2002138 柱下端柱上端组合号MNVMNV126.70-16.010.39-22.6335.42-0.39226.70-29.020.39-22.6345.20-0.393-26.70-16.01-0.3922.6335.420.394-26.70-29.02-0.3922.6345.200.395113.78139.5417.7172.19-120.12-17.716113.78126.5217.7172.19-110.34-17.71779.65130.8712.4050.53-109.02-12.408-113.78139.54-17.71-72.19-120.1217.719-113.78126.52-17.71-72.19-110.3417.7110-79.65130.87-12.40-50.53-109.0212.40110.00200.980.000.00-181.560.00120.00187.960.000.00-171.780.00130.00173.880.000.00-152.030.00140.0078.100.000.00-58.680.00150.0065.080.000.00-48.900.00160.0087.860.000.00-66.010.0017129.8083.0817.9458.61-63.66-17.9418129.8070.0617.9458.61-53.88-17.941997.7683.0817.4885.77-63.66-17.482097.7670.0617.4885.77-53.88-17.4821-97.7683.08-17.48-85.77-63.6617.4822-97.7670.06-17.48-85.77-53.8817.4823-129.8083.08-17.94-58.61-63.6617.9424-129.8070.06-17.94-58.61-53.8817.942516.02144.520.23-13.58-125.10-0.232616.02131.500.23-13.58-115.32-0.2327-16.02144.52-0.2313.58-125.100.2328-16.02131.50-0.2313.58-115.320.232916.0221.630.23-13.58-2.22-0.233016.028.620.23-13.587.56-0.23138 31-16.0221.64-0.2313.58-2.220.2332-16.028.62-0.2313.587.560.2333106.3427.0012.7927.90-7.58-12.7934106.3413.9912.7927.902.20-12.793552.9527.0012.0173.17-7.58-12.013652.9513.9912.0173.172.20-12.0137-52.9527.00-12.01-73.17-7.5812.0138-52.9513.99-12.01-73.172.2012.0139-106.3427.00-12.79-27.90-7.5812.7940-106.3413.99-12.79-27.902.1912.794126.7070.010.39-22.63-50.59-0.394226.7057.000.39-22.63-40.81-0.3943-26.7070.01-0.3922.63-50.590.3944-26.7057.00-0.3922.63-40.810.394526.70-16.010.39-22.6335.42-0.394626.70-29.020.39-22.6345.20-0.3947-26.70-16.01-0.3922.6335.420.3948-26.70-29.02-0.3922.6345.200.394948.76104.437.5930.94-85.01-7.595040.6487.026.3325.78-70.84-6.3351-48.76104.43-7.59-30.94-85.017.5952-40.6487.02-6.33-25.78-70.846.33530.00130.760.000.00-111.340.00540.00108.970.000.00-92.780.00550.0078.100.000.00-58.680.00560.0065.080.000.00-48.900.0057229.77231.9731.88104.96-212.55-31.8858229.77218.9531.88104.96-202.77-31.8859-229.77231.97-31.88-104.96-212.5531.8860-229.77218.95-31.88-104.96-202.7731.8861112.191174.0114.5740.81-1154.59-14.5762112.191160.9914.5740.81-1144.81-14.5763-112.191174.01-14.57-40.81-1154.5914.5764-112.191160.99-14.57-40.81-1144.8114.57138 650.0078.100.000.00-58.680.00660.0065.080.000.00-48.900.00670.0078.100.000.00-58.680.00680.0065.080.000.00-48.900.0069155.51623.4637.38237.00-604.05-37.3870155.51610.4537.38237.00-594.27-37.3871-155.51623.46-37.38-237.00-604.0537.3872-155.51610.45-37.38-237.00-594.2737.3873309.42274.9744.28155.50-255.56-44.2874309.42261.9644.28155.50-245.78-44.2875-309.42274.97-44.28-155.50-255.5644.2876-309.42261.96-44.28-155.50-245.7844.2877112.191260.0214.5740.81-1240.61-14.5778112.191247.0114.5740.81-1230.83-14.5779-112.191260.02-14.57-40.81-1240.6114.5780-112.191247.01-14.57-40.81-1230.8314.57810.0078.100.000.00-58.680.00820.0065.080.000.00-48.900.00830.0078.100.000.00-58.680.00840.0065.080.000.00-48.900.0085235.15666.4749.78287.54-647.05-49.7886235.15653.4649.78287.54-637.27-49.7887-235.15666.47-49.78-287.54-647.0549.7888-235.15653.46-49.78-287.54-637.2749.7889274.62247.2540.03145.67-227.83-40.0390274.62234.2340.03145.67-218.05-40.0391-274.62247.25-40.03-145.67-227.8340.0392-274.62234.23-40.03-145.67-218.0540.039378.53968.1210.2028.57-948.70-10.209478.53955.1010.2028.57-938.92-10.2095-78.53968.12-10.20-28.57-948.7010.2096-78.53955.10-10.20-28.57-938.9210.20970.0078.100.000.00-58.680.00980.0065.080.000.00-48.900.00138 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20199.16171.1115.0158.43-151.69-15.0120282.63142.5912.5148.69-126.41-12.51203-99.16171.11-15.01-58.43-151.6915.01204-82.63142.59-12.51-48.69-126.4112.512050.00599.700.000.00-580.280.002060.00499.750.000.00-483.570.002070.00599.700.000.00-580.280.002080.00499.750.000.00-483.570.002090.0078.100.000.00-58.680.002100.0065.080.000.00-48.900.002110.0078.100.000.00-58.680.002120.0065.080.000.00-48.900.0021367.33338.9017.37115.02-319.48-17.3721456.11282.4114.4795.85-266.23-14.47215-67.33338.90-17.37-115.02-319.4817.37216-56.11282.41-14.47-95.85-266.2314.4721799.16171.1115.0158.43-151.69-15.0121882.63142.5912.5148.69-126.41-12.51219-99.16171.11-15.01-58.43-151.6915.01220-82.63142.59-12.51-48.69-126.4112.512210.00599.700.000.00-580.280.002220.00499.750.000.00-483.570.002230.00599.700.000.00-580.280.002240.00499.750.000.00-483.570.002250.0078.100.000.00-58.680.002260.0065.080.000.00-48.900.002270.0078.100.000.00-58.680.002280.0065.080.000.00-48.900.0022967.33338.9017.37115.02-319.48-17.3723056.11282.4114.4795.85-266.23-14.47231-67.33338.90-17.37-115.02-319.4817.37232-56.11282.41-14.47-95.85-266.2314.47考虑腹板屈曲后强度，强度计算控制组合号:119,M=-219.13,N=610.01,M=138 -301.12,N=-590.59考虑屈曲后强度强度计算应力比=0.325抗剪强度计算控制组合号:135,V=-50.01抗剪强度计算应力比=0.046平面内稳定计算最大应力对应组合号:79,M=-112.19,N=1260.02,M=-40.81,N=-1240.61平面内稳定计算最大应力(N/mm*mm)=154.67平面内稳定计算最大应力比=0.499平面外稳定计算最大应力(N/mm*mm)=299.30平面外稳定计算最大应力比=0.965门规CECS102:2002腹板容许高厚比[H0/TW]=206.33翼缘容许宽厚比[B/T]=12.38考虑屈曲后强度强度计算应力比=0.325<1.0抗剪强度计算应力比=0.046<1.0平面内稳定计算最大应力[B/T]=12.38*****压杆,平面内长细比λ=73.≤[λ]=180压杆,平面外长细比λ=119.≤[λ]=180构件重量(Kg)=1348.47--------------------------------------------------------------------------------钢柱3截面类型=16;布置角度=0;计算长度：Lx=29.74,Ly=10.50;长细比：λx=101.9,λy=118.7构件长度=10.50;计算长度系数:Ux=2.83Uy=1.00抗震等级:三级截面参数:B1=400,B2=400,H=700,Tw=10,T1=12,T2=12轴压截面分类:X轴:b类,Y轴:c类构件钢号：Q345验算规范:门规CECS102:2002138 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167-41.61-5.62-18.55-91.8224.854.56168-47.42-13.87-19.71-98.2729.865.73169398.08206.3665.02204.03-186.68-46.37170392.28198.1163.85197.59-181.67-45.20171-34.0022.516.7014.22-3.367.17172-39.8114.265.547.771.658.34173318.37477.2366.40293.49-457.81-50.14174312.56468.9865.23287.04-452.80-48.98175318.37477.2366.40293.49-457.81-50.14176312.56468.9865.23287.04-452.80-48.98177-18.0222.377.8615.22-2.968.40178-23.8314.126.708.782.069.56179-18.0222.377.8615.22-2.968.40180-23.8314.126.708.782.069.56181243.00471.3661.16318.63-451.67-42.52182237.20463.1159.99312.18-446.66-41.35183186.3331.3127.118.14-12.15-13.23184180.5223.0625.941.70-7.14-12.07185240.93192.0132.86147.72-172.32-37.87186235.13183.7631.69141.27-167.31-36.70187-191.158.15-25.45-42.0911.0015.68188-196.96-0.10-26.62-48.5416.0116.84189165.96460.2233.51224.73-440.80-40.90190160.16451.9732.35218.28-435.79-39.74191165.96460.2233.51224.73-440.80-40.90192160.16451.9732.35218.28-435.79-39.74193-179.9210.67-23.56-28.638.7516.17194-185.722.42-24.72-35.0813.7617.33195-179.9210.67-23.56-28.638.7516.17196-185.722.42-24.72-35.0813.7617.3319785.85457.0029.01262.32-437.31-34.0119880.05448.7527.84255.87-432.30-32.8419929.1816.95-5.05-48.172.20-4.7320023.378.70-6.21-54.617.22-3.56138 201164.83146.5326.51115.64-127.00-25.49202137.36122.1122.1096.37-105.83-21.242030.4647.373.5234.40-28.06-4.542040.3939.472.9328.66-23.39-3.78205132.32310.4729.60178.51-291.05-29.60206110.27258.7224.67148.76-242.54-24.67207132.32310.4729.60178.51-291.05-29.60208110.27258.7224.67148.76-242.54-24.672095.2848.454.3340.16-29.03-4.332104.4040.373.6133.47-24.19-3.612115.2848.454.3340.16-29.03-4.332124.4040.373.6133.47-24.19-3.6121369.88308.7724.15185.80-289.24-23.1321458.23257.3120.13154.83-241.03-19.2821567.7250.149.7832.87-30.84-10.8021656.4341.788.1527.39-25.70-9.00217164.83146.5326.51115.64-127.00-25.49218137.36122.1122.1096.37-105.83-21.242190.4647.373.5234.40-28.06-4.542200.3939.472.9328.66-23.39-3.78221132.32310.4729.60178.51-291.05-29.60222110.27258.7224.67148.76-242.54-24.67223132.32310.4729.60178.51-291.05-29.60224110.27258.7224.67148.76-242.54-24.672255.2848.454.3340.16-29.03-4.332264.4040.373.6133.47-24.19-3.612275.2848.454.3340.16-29.03-4.332284.4040.373.6133.47-24.19-3.6122969.88308.7724.15185.80-289.24-23.1323058.23257.3120.13154.83-241.03-19.2823167.7250.149.7832.87-30.84-10.8023256.4341.788.1527.39-25.70-9.00考虑腹板屈曲后强度，强度计算控制组合号:105,M=458.14,N=238.54,M=138 196.38,N=-218.93考虑屈曲后强度强度计算应力比=0.458抗剪强度计算控制组合号:109,V=72.97抗剪强度计算应力比=0.067平面内稳定计算最大应力对应组合号:85,M=190.68,N=637.71,M=375.32,N=-618.11平面内稳定计算最大应力(N/mm*mm)=193.65平面内稳定计算最大应力比=0.625平面外稳定计算最大应力(N/mm*mm)=262.05平面外稳定计算最大应力比=0.845门规CECS102:2002腹板容许高厚比[H0/TW]=206.33翼缘容许宽厚比[B/T]=12.38考虑屈曲后强度强度计算应力比=0.458<1.0抗剪强度计算应力比=0.067<1.0平面内稳定计算最大应力[B/T]=12.38*****压杆,平面内长细比λ=102.≤[λ]=180压杆,平面外长细比λ=119.≤[λ]=180构件重量(Kg)=1348.47--------------------------------------------------------------------------------钢柱4截面类型=16;布置角度=0;计算长度：Lx=29.74,Ly=4.50;长细比：λx=101.9,λy=50.9构件长度=4.50;计算长度系数:Ux=6.61Uy=1.00抗震等级:三级截面参数:B1=400,B2=400,H=700,Tw=10,T1=12,T2=12轴压截面分类:X轴:b类,Y轴:c类构件钢号：Q345验算规范:门规CECS102:2002138 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99-82.0822.75-14.7815.55-14.4314.78100-88.5217.74-13.6227.25-10.8113.6210147.1085.38-33.7216.96-14.5713.6210240.6580.37-32.5528.66-10.9512.46103-10.2035.38-30.04-340.80-89.5550.14104-16.6530.37-28.88-329.10-85.9248.9710554.8931.587.48122.0120.48-18.0710648.4426.578.65133.7124.11-19.24107-231.47-4.95-14.94-57.75-30.4749.77108-237.92-9.96-13.78-46.05-26.8448.60109-2.4648.15-39.11-181.33-39.8342.58110-8.9043.14-37.94-169.64-36.2141.41111-2.4648.15-39.11-181.33-39.8342.58112-8.9043.14-37.94-169.64-36.2141.41113-196.29-13.43-4.94166.2421.758.42114-202.74-18.45-3.78177.9325.387.25115-196.29-13.43-4.94166.2421.758.42116-202.74-18.45-3.78177.9325.387.25117-105.8730.41-18.20167.2321.667.60118-112.3125.39-17.03178.9225.286.44119-92.884.31-25.85-182.32-39.7343.39120-99.33-0.70-24.68-170.63-36.1142.22121111.2045.94-1.0352.436.13-20.68122104.7540.930.1464.139.75-21.85123-175.169.41-23.45-127.33-44.8347.16124-181.614.39-22.28-115.63-41.2046.0012553.8562.51-47.61-250.91-54.1939.9712647.4157.50-46.44-239.22-50.5638.8012753.8562.51-47.61-250.91-54.1939.9712847.4157.50-46.44-239.22-50.5638.80129-139.980.93-13.4596.667.395.81130-146.43-4.09-12.28108.3611.024.64131-139.980.93-13.4596.667.395.81132-146.43-4.09-12.28108.3611.024.64138 133-49.5644.77-26.7097.657.305.00134-56.0039.75-25.54109.3510.923.83135-36.5718.67-34.36-251.90-54.0940.78136-43.0213.66-33.19-240.20-50.4739.621375.389.9112.57189.2142.15-20.85138-1.064.9013.73200.9045.78-22.01139-222.41-28.720.5916.81-6.7031.37140-228.85-33.741.7628.51-3.0730.20141-34.9721.60-20.30-69.40-13.2826.09142-41.4116.59-19.13-57.70-9.6524.92143-34.9721.60-20.30-69.40-13.2826.09144-41.4116.59-19.13-57.70-9.6524.92145-197.57-34.757.85219.8743.07-2.06146-204.02-39.769.02231.5646.70-3.23147-197.57-34.757.85219.8743.07-2.06148-204.02-39.769.02231.5646.70-3.23149-107.159.09-5.41220.8642.97-2.87150-113.594.08-4.24232.5546.60-4.04151-125.39-22.24-7.04-70.39-13.1826.90152-131.84-27.25-5.88-58.69-9.5525.7315399.2333.85-1.6173.2418.22-25.1915492.7928.83-0.4484.9421.85-26.36155-128.56-4.79-13.58-99.15-30.6327.02156-135.00-9.81-12.42-87.46-27.0025.8515758.8845.53-34.47-185.36-37.2121.7415852.4440.52-33.31-173.67-33.5820.5715958.8845.53-34.47-185.36-37.2121.7416052.4440.52-33.31-173.67-33.5820.57161-103.72-10.81-6.33103.9019.14-6.41162-110.16-15.83-5.16115.6022.76-7.57163-103.72-10.81-6.33103.9019.14-6.41164-110.16-15.83-5.16115.6022.76-7.57165-13.2933.03-19.58104.8919.04-7.22166-19.7428.01-18.41116.5922.67-8.39138 167-31.541.69-21.22-186.35-37.1122.55168-37.99-3.32-20.05-174.66-33.4921.3916988.0951.23-2.03110.7419.59-14.5917081.6546.21-0.87122.4323.21-15.75171-178.75-6.08-8.70-128.17-48.0944.37172-185.20-11.09-7.53-116.48-44.4643.2017347.4463.03-35.27-213.96-54.7138.7417440.9958.02-34.10-202.26-51.0937.5717547.4463.03-35.27-213.96-54.7138.7417640.9958.02-34.10-202.26-51.0937.57177-153.61-12.22-1.07140.9820.554.54178-160.06-17.240.09152.6724.173.38179-153.61-12.22-1.07140.9820.554.54180-160.06-17.240.09152.6724.173.38181-24.4450.40-20.01142.3920.413.39182-30.8845.39-18.84154.0924.032.22183-81.740.41-16.33-215.37-54.5739.90184-88.19-4.61-15.17-203.68-50.9538.73185144.4065.58-10.5441.165.23-17.20186137.9660.57-9.3752.868.85-18.36187-122.448.28-17.20-197.75-62.4541.76188-128.893.27-16.04-186.06-58.8240.5918991.3074.74-43.04-267.78-66.4235.4019084.8569.73-41.87-256.09-62.7934.2319191.3074.74-43.04-267.78-66.4235.4019284.8569.73-41.87-256.09-62.7934.23193-84.854.79-10.3155.643.532.67194-91.30-0.23-9.1467.347.161.50195-84.854.79-10.3155.643.532.67196-91.30-0.23-9.1467.347.161.5019731.8764.76-28.5172.816.050.7819825.4359.75-27.3584.519.67-0.39199-25.4314.77-24.84-284.95-68.9337.29200-31.879.75-23.67-273.26-65.3136.13138 20190.1954.73-12.13-52.28-19.633.5220275.1645.61-10.11-43.57-16.362.93203-36.0230.34-21.80-154.57-48.7930.41204-30.0225.28-18.17-128.81-40.6625.3520562.3458.14-25.70-178.01-49.8225.7020651.9548.45-21.42-148.34-41.5221.4220762.3458.14-25.70-178.01-49.8225.7020851.9548.45-21.42-148.34-41.5221.42209-28.7328.52-15.33-40.26-20.2015.33210-23.9423.77-12.78-33.55-16.8412.78211-28.7328.52-15.33-40.26-20.2015.33212-23.9423.77-12.78-33.55-16.8412.7821321.2954.23-23.13-32.90-19.1314.5221417.7445.19-19.28-27.42-15.9412.1021512.3232.44-17.90-185.37-50.9026.5121610.2627.03-14.92-154.47-42.4122.1021790.1954.73-12.13-52.28-19.633.5221875.1645.61-10.11-43.57-16.362.93219-36.0230.34-21.80-154.57-48.7930.41220-30.0225.28-18.17-128.81-40.6625.3522162.3458.14-25.70-178.01-49.8225.7022251.9548.45-21.42-148.34-41.5221.4222362.3458.14-25.70-178.01-49.8225.7022451.9548.45-21.42-148.34-41.5221.42225-28.7328.52-15.33-40.26-20.2015.33226-23.9423.77-12.78-33.55-16.8412.78227-28.7328.52-15.33-40.26-20.2015.33228-23.9423.77-12.78-33.55-16.8412.7822921.2954.23-23.13-32.90-19.1314.5223017.7445.19-19.28-27.42-15.9412.1023112.3232.44-17.90-185.37-50.9026.5123210.2627.03-14.92-154.47-42.4122.10考虑腹板屈曲后强度，强度计算控制组合号:103,M=-10.20,N=35.38,M=138 -340.80,N=-89.55考虑屈曲后强度强度计算应力比=0.331抗剪强度计算控制组合号:75,V=60.01抗剪强度计算应力比=0.055平面内稳定计算最大应力对应组合号:103,M=-10.20,N=35.38,M=-340.80,N=-89.55平面内稳定计算最大应力(N/mm*mm)=99.78平面内稳定计算最大应力比=0.322平面外稳定计算最大应力(N/mm*mm)=93.70平面外稳定计算最大应力比=0.302门规CECS102:2002腹板容许高厚比[H0/TW]=206.33翼缘容许宽厚比[B/T]=12.38考虑屈曲后强度强度计算应力比=0.331<1.0抗剪强度计算应力比=0.055<1.0平面内稳定计算最大应力[B/T]=12.38*****压杆,平面内长细比λ=102.≤[λ]=180压杆,平面外长细比λ=51.≤[λ]=180构件重量(Kg)=577.92--------------------------------------------------------------------------------钢柱5截面类型=16;布置角度=0;计算长度：Lx=29.74,Ly=4.50;长细比：λx=101.9,λy=50.9构件长度=4.50;计算长度系数:Ux=6.61Uy=1.00抗震等级:三级截面参数:B1=400,B2=400,H=700,Tw=10,T1=12,T2=12轴压截面分类:X轴:b类,Y轴:c类构件钢号：Q345138 验算规范:门规CECS102:2002柱下端柱上端组合号MNVMNV1-13.30-4.28-1.68-22.9012.6014.412-6.85-9.30-2.84-34.6016.2315.58380.56-28.21-15.85-138.8736.5410.06487.00-33.23-17.02-150.5640.1611.235-25.2127.847.49274.73-82.00-27.596-18.7722.826.33263.03-78.38-26.427-34.0832.278.22222.13-66.65-22.298-155.4090.0625.2053.01-19.25-5.119-148.9585.0524.0441.31-15.62-3.9410-125.2175.8320.6266.93-22.72-6.5511-154.3990.4726.43273.31-82.14-26.4312-147.9585.4525.26261.62-78.52-25.2613-124.5176.1121.47221.14-66.75-21.4714-26.2227.436.2754.42-19.11-6.2715-19.7722.425.1042.72-15.48-5.1016-34.7931.997.3667.92-22.62-7.3617-9.997.222.29218.88-61.39-14.7418-3.542.201.12207.19-57.76-13.571946.32-7.14-6.22149.30-47.03-17.352052.77-12.15-7.39137.61-43.40-16.1821-140.1769.4420.00-2.841.377.7422-133.7364.4318.83-14.535.008.9123-83.8655.0811.49-72.4215.735.1324-77.4250.0710.32-84.1119.366.3025-139.1769.8521.22217.47-61.53-13.5826-132.7264.8320.05205.77-57.90-12.4127-82.8655.4912.72147.89-47.17-16.1928-76.4150.4711.55136.19-43.54-15.0229-10.996.811.06-1.431.516.58138 30-4.551.80-0.11-13.125.147.753145.32-7.55-7.45-71.0015.873.973251.76-12.56-8.61-82.7019.505.1433-3.88-5.85-1.33120.28-29.570.00342.57-10.87-2.50108.59-25.941.173589.98-29.79-15.514.32-5.63-4.353696.42-34.80-16.68-7.38-2.01-3.1837-95.0037.7011.06-34.9214.3615.7438-88.5632.699.90-46.6217.9916.9039-1.1513.77-3.11-150.8838.2911.39405.298.76-4.28-162.5841.9212.5641-94.3037.9911.92119.30-29.660.8142-87.8632.9710.75107.60-26.041.9843-0.4514.05-2.253.33-5.73-3.53446.009.04-3.42-8.36-2.11-2.3745-4.58-6.14-2.19-33.9314.4614.92461.87-11.15-3.36-45.6318.0916.094789.27-30.07-16.37-149.9038.3910.584895.72-35.08-17.53-161.5942.0211.7449-32.9029.127.21157.84-47.58-15.8250-27.4224.276.01131.53-39.65-13.1951-88.7055.7914.8062.82-20.68-6.1952-73.9146.4912.3352.35-17.24-5.1653-88.2755.9615.33157.23-47.64-15.3354-73.5546.6312.77131.03-39.70-12.7755-33.3328.956.6963.42-20.62-6.6956-27.7824.125.5752.85-17.19-5.5757150.5231.6028.3139.99-23.28-45.6058156.9626.5827.1528.29-19.65-44.4359-44.7124.58-6.5115.43-16.256.5160-38.2719.56-7.673.73-12.637.676111.9340.8639.22164.56-32.54-39.226218.3735.8538.05152.86-28.91-38.056311.9340.8639.22164.56-32.54-39.22138 6418.3735.8538.05152.86-28.91-38.0565116.0423.4019.17-29.79-15.08-19.1766122.4918.3918.00-41.48-11.45-18.0067116.0423.4019.17-29.79-15.08-19.1768122.4918.3918.00-41.48-11.45-18.006911.9340.8639.22164.56-32.54-39.227018.3735.8538.05152.86-28.91-38.0571116.0423.4019.17-29.79-15.08-19.1772122.4918.3918.00-41.48-11.45-18.0073159.9430.0328.66183.18-65.45-60.0174166.3825.0127.49171.48-61.82-58.8475-126.4266.566.233.41-14.497.8376-119.9861.545.07-8.28-10.879.0077-69.0883.1352.82306.76-74.81-52.8278-62.6378.1251.65295.06-71.18-51.6579-69.0883.1352.82306.76-74.81-52.8280-62.6378.1251.65295.06-71.18-51.6581124.7621.5518.65-40.81-13.22-18.6582131.2016.5317.49-52.51-9.60-17.4983124.7621.5518.65-40.81-13.22-18.6584131.2016.5317.49-52.51-9.60-17.498521.3539.2939.56307.75-74.71-53.638627.7934.2838.40296.05-71.09-52.468734.3365.3931.91-41.80-13.32-17.848840.7860.3730.74-53.50-9.70-16.6889107.2228.9022.41253.60-83.07-54.6190113.6623.8821.24241.90-79.44-53.4491-159.6386.2015.7514.69-15.394.3592-153.1881.1914.582.99-11.775.5293-118.9798.0148.98339.38-89.69-48.9894-112.5393.0047.81327.69-86.06-47.8195-118.9798.0148.98339.38-89.69-48.9896-112.5393.0047.81327.69-86.06-47.819782.0822.7514.78-15.55-14.43-14.78138 9888.5217.7413.62-27.25-10.81-13.629982.0822.7514.78-15.55-14.43-14.7810088.5217.7413.62-27.25-10.81-13.6210110.2035.3830.04340.80-89.55-50.1410216.6530.3728.88329.10-85.92-48.97103-47.1085.3833.72-16.96-14.57-13.62104-40.6580.3732.55-28.66-10.95-12.46105175.169.4123.45127.33-44.83-47.16106181.614.3922.28115.63-41.20-46.00107-111.2045.941.03-52.436.1220.68108-104.7540.93-0.14-64.139.7521.85109-53.8562.5147.61250.91-54.19-39.97110-47.4157.5046.44239.21-50.56-38.80111-53.8562.5147.61250.91-54.19-39.97112-47.4157.5046.44239.21-50.56-38.80113139.980.9313.45-96.667.39-5.81114146.43-4.0912.28-108.3611.02-4.64115139.980.9313.45-96.667.39-5.81116146.43-4.0912.28-108.3611.02-4.6411736.5718.6734.36251.90-54.09-40.7811843.0213.6633.19240.20-50.47-39.6211949.5644.7726.70-97.657.30-5.0012056.0039.7525.54-109.3410.92-3.83121231.47-4.9514.9457.75-30.47-49.77122237.92-9.9613.7846.05-26.84-48.60123-54.8931.58-7.48-122.0120.4818.07124-48.4426.57-8.65-133.7124.1119.241252.4648.1539.11181.33-39.83-42.581268.9043.1437.94169.64-36.21-41.411272.4648.1539.11181.33-39.83-42.581288.9043.1437.94169.64-36.21-41.41129196.29-13.434.94-166.2421.75-8.42130202.74-18.453.78-177.9325.38-7.25131196.29-13.434.94-166.2421.75-8.42138 132202.74-18.453.78-177.9325.38-7.2513392.884.3125.85182.32-39.73-43.3913499.33-0.7024.68170.62-36.11-42.22135105.8730.4118.20-167.2321.66-7.60136112.3125.3917.03-178.9225.28-6.44137128.56-4.7913.5999.15-30.63-27.02138135.00-9.8112.4287.46-27.00-25.85139-99.2333.851.61-73.2418.2225.19140-92.7928.830.44-84.9421.8526.36141-58.8845.5334.47185.36-37.21-21.74142-52.4440.5233.31173.67-33.58-20.57143-58.8845.5334.47185.36-37.21-21.74144-52.4440.5233.31173.67-33.58-20.57145103.72-10.816.33-103.9019.146.41146110.16-15.835.16-115.6022.767.57147103.72-10.816.33-103.9019.146.41148110.16-15.835.16-115.6022.767.5714931.541.6921.22186.35-37.11-22.5515037.99-3.3220.05174.66-33.49-21.3915113.2933.0319.58-104.8919.047.2215219.7428.0118.41-116.5922.678.39153222.41-28.72-0.59-16.81-6.70-31.37154228.85-33.74-1.76-28.51-3.07-30.20155-5.389.91-12.57-189.2142.1520.851561.064.90-13.73-200.9045.7822.0115734.9721.6020.3069.40-13.28-26.0915841.4116.5919.1357.70-9.65-24.9215934.9721.6020.3069.40-13.28-26.0916041.4116.5919.1357.70-9.65-24.92161197.57-34.75-7.85-219.8743.072.06162204.01-39.76-9.02-231.5646.703.23163197.57-34.75-7.85-219.8743.072.06164204.01-39.76-9.02-231.5646.703.23165125.39-22.247.0470.39-13.18-26.90138 166131.84-27.255.8858.69-9.55-25.73167107.149.095.41-220.8642.972.87168113.594.084.24-232.5546.604.04169122.448.2817.20197.75-62.45-41.76170128.893.2716.04186.06-58.82-40.59171-144.4065.5810.54-41.165.2317.20172-137.9660.579.37-52.868.8518.36173-103.7577.3943.77283.54-69.07-36.13174-97.3072.3842.61271.84-65.44-34.97175-103.7577.3943.77283.54-69.07-36.13176-97.3072.3842.61271.84-65.44-34.9717797.302.149.58-71.406.19-1.94178103.75-2.888.41-83.099.81-0.7717997.302.149.58-71.406.19-1.94180103.75-2.888.41-83.099.81-0.7718125.4314.7624.84284.95-68.93-37.2918231.889.7523.67273.25-65.31-36.13183-31.8764.7628.51-72.816.05-0.78184-25.4359.7527.35-84.519.670.39185178.75-6.088.70128.17-48.09-44.37186185.20-11.097.53116.48-44.46-43.20187-88.0951.232.03-110.7419.5914.59188-81.6546.210.87-122.4323.2115.75189-34.9960.3834.53198.20-52.06-38.01190-28.5455.3733.37186.51-48.43-36.84191-34.9960.3834.53198.20-52.06-38.01192-28.5455.3733.37186.51-48.43-36.84193141.16-9.571.81-125.2217.89-5.28194147.61-14.580.64-136.9221.52-4.11195141.16-9.571.81-125.2217.89-5.28196147.61-14.580.64-136.9221.52-4.1119781.740.4116.33215.37-54.57-39.9019888.19-4.6115.17203.68-50.95-38.7319924.4450.4120.01-142.3920.41-3.39138 20030.8845.3918.84-154.0824.03-2.2220136.0230.3421.80154.57-48.79-30.4120230.0225.2818.17128.81-40.66-25.35203-90.1954.7312.1352.28-19.63-3.52204-75.1645.6110.1143.57-16.36-2.93205-62.3458.1425.70178.01-49.82-25.70206-51.9548.4521.42148.34-41.52-21.42207-62.3458.1425.70178.01-49.82-25.70208-51.9548.4521.42148.34-41.52-21.4220928.7328.5215.3340.26-20.20-15.3321023.9423.7712.7833.55-16.84-12.7821128.7328.5215.3340.26-20.20-15.3321223.9423.7712.7833.55-16.84-12.78213-12.3232.4417.90185.36-50.89-26.51214-10.2627.0314.92154.47-42.41-22.10215-21.2954.2323.1332.90-19.13-14.52216-17.7445.1919.2827.42-15.94-12.1021736.0230.3421.80154.57-48.79-30.4121830.0225.2818.17128.81-40.66-25.35219-90.1954.7312.1352.28-19.63-3.52220-75.1645.6110.1143.57-16.36-2.93221-62.3458.1425.70178.01-49.82-25.70222-51.9548.4521.42148.34-41.52-21.42223-62.3458.1425.70178.01-49.82-25.70224-51.9548.4521.42148.34-41.52-21.4222528.7328.5215.3340.26-20.20-15.3322623.9423.7712.7833.55-16.84-12.7822728.7328.5215.3340.26-20.20-15.3322823.9423.7712.7833.55-16.84-12.78229-12.3232.4417.90185.36-50.89-26.51230-10.2627.0314.92154.47-42.41-22.10231-21.2954.2323.1332.90-19.13-14.52232-17.7445.1919.2827.42-15.94-12.10138 考虑腹板屈曲后强度，强度计算控制组合号:101,M=10.20,N=35.38,M=340.80,N=-89.55考虑屈曲后强度强度计算应力比=0.331抗剪强度计算控制组合号:73,V=-60.01抗剪强度计算应力比=0.055平面内稳定计算最大应力对应组合号:101,M=10.20,N=35.38,M=340.80,N=-89.55平面内稳定计算最大应力(N/mm*mm)=99.77平面内稳定计算最大应力比=0.322平面外稳定计算最大应力(N/mm*mm)=93.70平面外稳定计算最大应力比=0.302门规CECS102:2002腹板容许高厚比[H0/TW]=206.33翼缘容许宽厚比[B/T]=12.38考虑屈曲后强度强度计算应力比=0.331<1.0抗剪强度计算应力比=0.055<1.0平面内稳定计算最大应力[B/T]=12.38*****压杆,平面内长细比λ=102.≤[λ]=180压杆,平面外长细比λ=51.≤[λ]=180构件重量(Kg)=577.92-------------------------------------------------------------------------------钢柱6截面类型=16;布置角度=0;计算长度：Lx=21.29,Ly=6.70;长细比：λx=73.0,λy=75.7构件长度=6.70;计算长度系数:Ux=3.18Uy=1.00抗震等级:三级截面参数:B1=400,B2=400,H=700,Tw=10,T1=12,T2=12轴压截面分类:X轴:b类,Y轴:c类138 构件钢号：Q345验算规范:门规CECS102:2002柱下端柱上端组合号MNVMNV122.63-35.420.39-20.0447.81-0.39222.63-45.200.39-20.0455.53-0.393-22.63-35.42-0.3920.0447.810.394-22.63-45.20-0.3920.0455.530.39572.19120.12-17.71190.86-107.73-17.71672.19110.34-17.71190.86-100.01-17.71750.53109.02-12.40133.60-95.08-12.408-72.19120.1217.71-190.86-107.7317.719-72.19110.3417.71-190.86-100.0117.7110-50.53109.0212.40-133.60-95.0812.40110.00181.560.000.00-169.170.00120.00171.780.000.00-161.450.00130.00152.030.000.00-138.090.00140.0058.680.000.00-46.290.00150.0048.900.000.00-38.570.00160.0066.010.000.00-52.070.001785.7763.66-17.48178.83-51.27-17.941885.7753.88-17.48178.83-43.55-17.941958.6163.66-17.94202.88-51.27-17.482058.6153.88-17.94202.88-43.55-17.4821-58.6163.6617.94-202.89-51.2717.4822-58.6153.8817.94-202.89-43.5517.4823-85.7763.6617.48-178.84-51.2717.9424-85.7753.8817.48-178.84-43.5517.942513.58125.100.23-12.03-112.71-0.232613.58115.320.23-12.03-104.99-0.2327-13.58125.10-0.2312.02-112.710.2328-13.58115.32-0.2312.02-104.990.23138 2913.582.220.23-12.0210.17-0.233013.58-7.560.23-12.0217.89-0.2331-13.582.22-0.2312.0210.170.2332-13.58-7.56-0.2312.0317.890.233373.177.58-12.01113.564.81-12.793473.17-2.20-12.01113.5612.52-12.793527.907.58-12.79153.644.81-12.013627.90-2.19-12.79153.6412.52-12.0137-27.907.5812.79-153.644.8112.0138-27.90-2.2012.79-153.6412.5212.0139-73.177.5812.01-113.564.8112.7940-73.17-2.2012.01-113.5612.5212.794122.6350.590.39-20.04-38.20-0.394222.6340.810.39-20.04-30.49-0.3943-22.6350.59-0.3920.04-38.200.3944-22.6340.81-0.3920.04-30.490.394522.63-35.420.39-20.0447.81-0.394622.63-45.200.39-20.0455.53-0.3947-22.63-35.42-0.3920.0447.810.3948-22.63-45.20-0.3920.0455.530.394930.9485.01-7.5981.80-72.62-7.595025.7870.84-6.3368.16-60.52-6.3351-30.9485.017.59-81.80-72.627.5952-25.7870.846.33-68.16-60.526.33530.00111.340.000.00-98.950.00540.0092.780.000.00-82.460.00550.0058.680.000.00-46.290.00560.0048.900.000.00-38.570.0057228.4759.148.24-72.14-46.75-25.5358228.4749.368.24-72.14-39.03-25.5359-228.4759.14-8.2472.14-46.7525.5360-228.4749.36-8.2472.14-39.0325.5361228.4759.148.2472.14-46.7525.5362228.4749.368.2472.14-39.0325.53138 63-228.4759.14-8.24-72.14-46.75-25.5364-228.4749.36-8.24-72.14-39.03-25.536540.8151.28-14.5737.31-38.892.726640.8141.50-14.5737.31-31.182.7267-40.8151.2814.57-37.31-38.89-2.7268-40.8141.5014.57-37.31-31.18-2.7269-181.7252.859.07141.36-40.468.2270-181.7243.079.07141.36-32.758.2271181.7252.85-9.07-141.36-40.46-8.2272181.7243.07-9.07-141.36-32.75-8.2273279.01102.15-4.1661.46-89.76-37.9274279.0192.37-4.1661.46-82.04-37.9275-279.01102.154.16-61.46-89.7637.9276-279.0192.374.16-61.46-82.0437.9277228.47145.158.2472.14-132.7625.5378228.47135.388.2472.14-125.0525.5379-228.47145.15-8.24-72.14-132.76-25.5380-228.47135.37-8.24-72.14-125.05-25.538140.8151.28-14.5737.31-38.892.728240.8141.50-14.5737.31-31.182.7283-40.8151.2814.57-37.31-38.89-2.7284-40.8141.5014.57-37.31-31.18-2.7285-131.1995.86-3.33274.96-83.47-4.1886-131.1986.08-3.33274.96-75.76-4.1887131.1995.863.33-274.96-83.474.1888131.1986.083.33-274.96-75.764.1889232.12120.44-11.94140.36-108.05-35.5890232.12110.66-11.94140.36-100.34-35.5891-232.12120.4411.94-140.36-108.0535.5892-232.12110.6611.94-140.36-100.3435.5893159.93181.885.7750.50-169.4917.8794159.93172.105.7750.50-161.7817.8795-159.93181.88-5.77-50.50-169.49-17.8796-159.93172.10-5.77-50.50-161.78-17.87138 9728.5753.50-10.2026.12-41.111.909828.5743.72-10.2026.12-33.401.9099-28.5753.5010.20-26.12-41.11-1.90100-28.5743.7210.20-26.12-33.40-1.90101-55.01116.04-11.36289.81-103.65-11.96102-55.01106.26-11.36289.81-95.94-11.9610355.01116.0411.36-289.81-103.6511.9610455.01106.2611.36-289.81-95.9411.96105292.5945.68-3.9349.43-33.29-38.16106292.5935.91-3.9349.43-25.58-38.16107-265.4345.684.39-73.48-33.2937.69108-265.4335.904.39-73.48-25.5837.69109242.0688.698.4760.12-76.3025.29110242.0678.918.4760.12-68.5925.29111-214.8988.69-8.01-84.17-76.30-25.76112-214.8978.91-8.01-84.17-68.59-25.7611354.39-5.18-14.3425.2917.572.4811454.39-14.96-14.3425.2925.282.48115-27.23-5.1814.80-49.3417.57-2.95116-27.23-14.9614.80-49.3425.28-2.95117-117.6139.40-3.10262.93-27.01-4.41118-117.6129.62-3.10262.93-19.29-4.41119144.7739.403.56-286.98-27.013.95120144.7729.623.56-286.98-19.293.95121265.4345.69-4.3973.48-33.29-37.69122265.4335.91-4.3973.48-25.58-37.69123-292.5945.683.93-49.43-33.2938.16124-292.5935.913.93-49.43-25.5838.16125214.8988.698.0184.17-76.3025.76126214.8978.918.0184.17-68.5925.76127-242.0688.69-8.47-60.12-76.30-25.29128-242.0678.91-8.47-60.12-68.59-25.2912927.23-5.18-14.8049.3417.572.9513027.23-14.96-14.8049.3425.282.95138 131-54.39-5.1814.34-25.2917.57-2.48132-54.39-14.9614.34-25.2925.28-2.48133-144.7739.40-3.56286.98-27.01-3.95134-144.7729.62-3.56286.98-19.29-3.95135117.6139.403.10-262.93-27.014.41136117.6129.623.10-262.93-19.294.41137233.107.91-6.2463.064.48-30.65138233.10-1.87-6.2463.0612.20-30.65139-187.837.917.02-103.144.4829.88140-187.83-1.877.02-103.1412.2029.88141182.5750.916.1530.46-38.5217.48142182.5741.136.1530.46-30.8117.48143-137.3050.91-5.38-70.54-38.52-18.26144-137.3041.13-5.38-70.54-30.81-18.2614551.20-40.60-9.816.0852.991.5114651.20-50.38-9.816.0860.711.51147-5.93-40.6010.59-46.1652.99-2.29148-5.93-50.3810.59-46.1660.71-2.29149-54.043.51-5.66212.518.88-7.03150-54.04-6.27-5.66212.5116.60-7.0315199.313.516.44-252.598.886.2615299.31-6.276.44-252.5916.606.26153187.837.91-7.02103.144.48-29.88154187.83-1.87-7.02103.1412.20-29.88155-233.107.916.24-63.064.4830.65156-233.10-1.876.24-63.0612.2030.65157137.3050.915.3870.54-38.5218.26158137.3041.145.3870.54-30.8118.26159-182.5750.91-6.15-30.46-38.52-17.48160-182.5741.13-6.15-30.46-30.81-17.481615.93-40.60-10.5946.1652.992.291625.93-50.38-10.5946.1660.712.29163-51.20-40.609.81-6.0852.99-1.51164-51.20-50.389.81-6.0860.71-1.51138 165-99.313.51-6.44252.598.88-6.26166-99.31-6.27-6.44252.5916.60-6.2616754.043.515.66-212.518.887.0316854.04-6.275.66-212.5116.607.03169245.7163.98-11.71128.33-51.59-35.81170245.7154.20-11.71128.33-43.87-35.81171-218.5463.9812.18-152.38-51.5935.35172-218.5454.2012.18-152.38-43.8735.35173173.51125.426.0038.48-113.0317.64174173.51115.646.0038.48-105.3117.64175-146.35125.42-5.54-62.53-113.03-18.10176-146.35115.64-5.54-62.53-105.31-18.1017742.15-2.96-9.9714.0915.351.6717842.15-12.74-9.9714.0923.061.67179-14.99-2.9610.43-38.1415.35-2.13180-14.99-12.7410.43-38.1423.06-2.13181-41.4359.58-11.13277.78-47.19-12.19182-41.4349.80-11.13277.78-39.47-12.1918368.6059.5811.60-301.84-47.1911.7318468.6049.8011.60-301.84-39.4711.73185218.5463.98-12.18152.38-51.59-35.35186218.5454.20-12.18152.38-43.87-35.35187-245.7163.9811.71-128.33-51.5935.81188-245.7154.2011.71-128.33-43.8735.81189146.35125.425.5362.52-113.0318.10190146.35115.645.5362.52-105.3118.10191-173.51125.42-6.00-38.48-113.03-17.64192-173.51115.64-6.00-38.48-105.31-17.6419314.99-2.96-10.4338.1415.352.1319414.99-12.74-10.4338.1423.062.13195-42.15-2.969.97-14.0915.35-1.67196-42.15-12.749.97-14.0923.06-1.67197-68.6059.58-11.60301.83-47.19-11.73198-68.6049.80-11.60301.83-39.47-11.73138 19941.4359.5811.13-277.79-47.1912.1920041.4349.8011.13-277.79-39.4712.19201111.3784.472.1966.87-72.08-17.3720292.8070.391.8255.72-60.06-14.47203-111.3784.47-2.19-66.87-72.0817.37204-92.8070.39-1.82-55.72-60.0614.472050.00111.340.000.00-98.950.002060.0092.780.000.00-82.460.002070.00111.340.000.00-98.950.002080.0092.780.000.00-82.460.002090.0056.250.000.00-43.860.002100.0046.870.000.00-36.550.002110.0056.250.000.00-43.860.002120.0046.870.000.00-36.550.00213-29.4583.25-9.95126.39-70.86-5.23214-24.5469.38-8.29105.32-59.05-4.3621529.4583.259.95-126.39-70.865.2321624.5469.388.29-105.32-59.054.36217111.3784.472.1966.87-72.08-17.3721892.8070.391.8255.72-60.06-14.47219-111.3784.47-2.19-66.87-72.0817.37220-92.8070.39-1.82-55.72-60.0614.472210.00111.340.000.00-98.950.002220.0092.780.000.00-82.460.002230.00111.340.000.00-98.950.002240.0092.780.000.00-82.460.002250.0056.250.000.00-43.860.002260.0046.870.000.00-36.550.002270.0056.250.000.00-43.860.002280.0046.870.000.00-36.550.00229-29.4583.25-9.95126.39-70.86-5.23230-24.5469.38-8.29105.32-59.05-4.3623129.4583.259.95-126.39-70.865.2323224.5469.388.29-105.32-59.054.36138 考虑腹板屈曲后强度，强度计算控制组合号:183,M=68.60,N=59.58,M=-301.84,N=-47.19考虑屈曲后强度强度计算应力比=0.290抗剪强度计算控制组合号:123,V=38.16抗剪强度计算应力比=0.035平面内稳定计算最大应力对应组合号:103,M=55.01,N=116.04,M=-289.81,N=-103.65平面内稳定计算最大应力(N/mm*mm)=83.66平面内稳定计算最大应力比=0.270平面外稳定计算最大应力(N/mm*mm)=92.39平面外稳定计算最大应力比=0.298门规CECS102:2002腹板容许高厚比[H0/TW]=206.33翼缘容许宽厚比[B/T]=12.38考虑屈曲后强度强度计算应力比=0.290<1.0抗剪强度计算应力比=0.035<1.0平面内稳定计算最大应力[B/T]=12.38*****压杆,平面内长细比λ=73.≤[λ]=180压杆,平面外长细比λ=76.≤[λ]=180构件重量(Kg)=860.45--------------------------------------------------------------------------------钢梁1截面类型=27;布置角度=0;计算长度：Lx=22.11,Ly=3.00构件长度=5.53;计算长度系数:Ux=4.00Uy=0.54抗震等级:三级变截面H形截面H:B1=250,B2=250,H1=700,H2=500T1=6T2=12T3=12138 轴压截面分类:X轴:b类,Y轴:c类构件钢号：Q235验算规范:门规CECS102:2002组合号MNVMNV1-138.87-13.65-35.35-9.3314.7918.272-150.56-15.17-38.85-11.7116.1219.873-22.90-15.59-11.11-18.7916.733.984-34.60-17.12-14.60-21.1718.065.585274.7335.6178.8566.62-18.28-23.856263.0334.0975.3664.24-16.95-22.257222.1328.8164.1052.70-16.20-20.77853.017.0018.64-0.15-19.09-21.29941.315.4815.15-2.53-17.75-19.691066.938.7821.965.96-16.76-18.9811149.3021.9445.0752.46-4.62-7.1212137.6120.4241.5750.08-3.28-5.5213218.8820.7859.6146.78-3.45-15.7014207.1919.2556.1244.40-2.12-14.1015-72.42-6.67-15.14-14.32-5.42-4.5716-84.11-8.19-18.63-16.70-4.09-2.9717-2.84-7.84-0.59-19.99-4.25-13.1518-14.53-9.36-4.09-22.37-2.92-11.55194.324.895.1727.317.588.3020-7.383.361.6824.938.929.9021120.282.9429.4217.859.53-5.9922108.591.4225.9315.4710.86-4.3923-150.88-15.14-36.97-19.437.0210.0924-162.58-16.67-40.46-21.818.3511.6925-34.92-17.09-12.73-28.898.97-4.2126-46.62-18.61-16.22-31.2710.30-2.6127157.8420.4845.7736.71-12.41-15.7028131.5317.0738.1430.59-10.34-13.092962.828.2219.978.09-12.75-14.61138 3052.356.8516.646.74-10.62-12.183197.2513.3545.6841.94-9.25-4.683285.5511.8342.1939.56-7.92-3.083397.9013.2340.8835.43-9.87-7.3634230.4929.2651.8124.52-28.12-40.4635218.7927.7348.3222.14-26.79-38.8636191.1624.3645.1823.23-23.08-32.4037-28.18-0.3211.9027.784.4212.0438-39.87-1.848.4125.405.7513.643941.40-1.4826.4422.105.583.474029.71-3.0122.9519.736.925.0741105.0615.5918.0310.36-14.45-23.734293.3714.0714.547.98-13.12-22.1343174.6414.4232.584.68-13.29-32.3144162.9412.9029.082.30-11.95-30.7145-119.92-10.70-18.0410.0413.9121.7146-131.61-12.22-21.547.6615.2423.3147-3.95-12.646.200.5815.857.4248-15.65-14.162.71-1.8017.189.0249-26.650.44-13.75-2.160.70-3.3350-38.35-1.08-17.25-4.542.03-1.735189.31-1.5110.49-11.622.64-17.625277.62-3.037.00-14.003.97-16.025381.7810.9431.5526.13-8.53-7.495468.159.1226.2921.78-7.11-6.2455138.8817.7634.1818.67-16.62-22.8256115.7314.8028.4815.55-13.85-19.0257164.5642.2628.4870.80-19.44-1.7458152.8640.7424.9968.42-18.11-0.1459-29.7920.5713.10-38.54-41.13-17.1260-41.4819.059.61-40.91-39.79-15.5261307.7560.8069.01107.44-26.64-11.7162296.0559.2865.51105.06-25.31-10.1163-41.8019.0811.48-48.63-48.89-25.31138 64-53.5017.567.99-51.01-47.56-23.7165340.8058.8084.12106.19-26.29-18.3466329.1057.2880.62103.81-24.96-16.7467-16.9615.0113.14-37.12-42.28-26.5668-28.6613.489.65-39.50-40.95-24.9669182.3247.1335.2293.28-12.975.0170170.6345.6131.7390.90-11.646.6171-167.235.41-22.31-62.80-35.22-8.5872-178.923.89-25.80-65.18-33.89-6.9873251.9045.9649.7787.60-11.81-3.5774240.2044.4446.2785.22-10.47-1.9775-97.654.24-7.76-68.47-34.06-17.1676-109.342.72-11.25-70.85-32.72-15.567770.3928.0810.4466.88-0.4313.807858.6926.566.9564.500.9115.4079-220.86-7.13-42.47-56.40-16.174.8280-232.55-8.66-45.96-58.78-14.846.4281186.3526.1334.6957.421.52-0.4982174.6624.6131.1955.042.851.1183-104.89-9.08-18.23-65.86-14.23-9.4784-116.59-10.60-21.72-68.24-12.89-7.8785215.3745.1350.3392.02-12.63-1.6286203.6843.6146.8489.65-11.29-0.0287-142.391.34-20.64-51.28-28.61-9.8488-154.09-0.18-24.13-53.66-27.28-8.2489284.9543.9764.8886.35-11.46-10.2090273.2642.4561.3983.97-10.13-8.6091-72.810.17-6.09-56.96-27.44-18.4192-84.51-1.35-9.59-59.34-26.11-16.8193198.2934.6848.9960.93-17.31-12.3494165.2428.9040.8350.78-14.42-10.289519.9813.1216.60-14.54-26.95-17.839616.6510.9313.83-12.12-22.46-14.8697198.2934.6848.9960.93-17.31-12.34138 98165.2428.9040.8350.78-14.42-10.289919.9813.1216.60-14.54-26.95-17.8310016.6510.9313.83-12.12-22.46-14.86---梁的弯矩包络---梁下部受拉:截面1234567弯矩-232.55-176.54-151.22-125.63-106.48-91.82-107.44梁上部受拉:截面1234567弯矩340.80244.84194.88146.65107.6180.1570.85考虑屈曲后强度强度计算应力比=0.777抗剪强度计算应力比=0.248平面外稳定最大应力(N/mm*mm)=146.87平面外稳定计算最大应力比=0.683考虑屈曲后强度计算应力比=0.777<1.0抗剪强度计算应力比=0.248<1.0平面外稳定最大应力