（工厂管理）佛山粉体厂房计算书

目录1.0工程设计简述..............................................................31.1工程基本情况...........................................................3谢谢阅读1.2设计范围与对象..........................................................3感谢阅读1.3结构方案...............................................................3谢谢阅读2.0设计引用规范和及相关设计依据..............................................3谢谢阅读2.1国家规范...............................................................3感谢阅读2.2标准、行业标准..........................................................4精品文档放心下载2.3参考文献或图集..........................................................4精品文档放心下载3.0设计参数与准则............................................................4精品文档放心下载3.1自然环境参数...........................................................4感谢阅读3.1.1基本风（雪）压.......................................................4感谢阅读3.1.2冻土深度（北方地区有此要求）..........................................4感谢阅读3.2地震参数...............................................................4感谢阅读3.3主要材料...............................................................4感谢阅读3.4主要设计条件...........................................................4感谢阅读3.5采用的计算软件..........................................................5精品文档放心下载4.0门式刚架设计输入..........................................................5感谢阅读4.1荷载分类...............................................................5精品文档放心下载4.2荷载取值...............................................................5精品文档放心下载4.3荷载组合...............................................................6谢谢阅读4.4门式刚架设计简图........................................................6谢谢阅读4.4.1边跨门式刚架MJ-1.....................................................6精品文档放心下载4.4.2中间跨门式刚架MJ-4...................................................84.4.3中间跨门式刚架MJ-8..................................................10精品文档放心下载4.4.4轴向支撑MJ-A........................................................12谢谢阅读5.0门式刚架设计输出.........................................................13精品文档放心下载5.1边跨门式刚架MJ-1......................................................13谢谢阅读5.2中间跨门式刚架MJ-4....................................................25感谢阅读5.3中间跨门式刚架MJ-8....................................................32感谢阅读5.4轴向支撑MJ-A..........................................................44精品文档放心下载5.5底层支座反力..........................................................46感谢阅读5.6节点设计..............................................................47精品文档放心下载5.6.1柱间支撑2L90设计...................................................47谢谢阅读5.6.2柱间支撑L90设计....................................................48精品文档放心下载5.6.3水平支撑L90设计....................................................48谢谢阅读5.6.4屋面檩条设计........................................................48感谢阅读5.6.5墙檩设计............................................................51精品文档放心下载5.6.6刚架端板连接节点设计（H850x270x8x12）...............................56谢谢阅读5.6.7刚架端板连接节点设计（H500x270x8x12）...............................57谢谢阅读6.0基础设计................................................................58感谢阅读6.1基础计算模型描述.......................................................58精品文档放心下载6.1.1单桩承载力特征值计算:................................................58谢谢阅读6.1.2桩基设计原则........................................................58感谢阅读6.1.3结论:...............................................................58谢谢阅读6.22桩承台计算...........................................................58精品文档放心下载7.0混凝土设备平台设计.......................................................61精品文档放心下载7.1输入原始数据文本.......................................................61感谢阅读7.1.1建筑结构总信息......................................................61感谢阅读7.1.2荷载简图............................................................68感谢阅读7.2设计文件输出..........................................................69谢谢阅读7.2.1周期、地震力与振型输出文件...........................................69精品文档放心下载7.2.2SATWE位移输出文件..................................................72谢谢阅读7.2.3梁内力包络图........................................................78精品文档放心下载7.2.4梁配筋简图........................................................78谢谢阅读7.2.5柱底荷载简图（恒+活）................................................79感谢阅读7.2.6单桩反力简图........................................................79感谢阅读7.2.7基础沉降简图........................................................80精品文档放心下载1.0工程设计简述1.1工程基本情况佛山市南海大恒碳酸钙有限公司超细粉体车间，位于广东省佛山市沙头镇工业园。场感谢阅读地第四系覆盖厚度在15.8~22.5米之间，按成因可分为人工堆积层、冲积层及风化残感谢阅读积层三类，底下基岩为第三系早期的泥岩和部分粉细砂岩。基岩埋深在15.8~22.5米谢谢阅读之间，强度高，稳定性好，系场地中较理想的持力层。水文资料在勘查报告中未见描述。1.2设计范围与对象本单体为超细粉体车间，复合门式钢架，5.1米标高局部区域有平台，彩钢屋面，墙感谢阅读面彩钢半围护。厂房顶部设置天窗架。厂房尺寸：长54m，宽30m；高13m。主要柱网尺寸：横向跨度为30mx1，纵向跨度6mx9。感谢阅读1.3结构方案根据设计资料，需提供跨度30m，柱距6m，用轻钢屋盖和外墙围护的厂房，因此采用精品文档放心下载门式刚架为本厂房的主要承重结构体系，减少的地震对结构的影响，钢材的延性，本谢谢阅读身就具有优越的抗震性能。门式刚架的柱采用实腹焊接H型截面，梁采用实腹焊接变精品文档放心下载截面H型钢截面，所以连接都通过高强度螺栓现场安装，保证的结构的连接质量和施谢谢阅读工进度要求。柱脚采用铰接柱脚，与预留的地脚螺栓可靠连接，方便现场施工。感谢阅读天窗架采用三铰拱式，通过柱脚与屋架铰接。纵向通过竖向支撑与屋架刚性系杆，组精品文档放心下载成无侧移的桁架体系。山墙处围护通过檩条将荷载传至抗风柱，再由抗风柱通过墙架和屋盖系统传至柱和竖感谢阅读向支撑系统。由柱间支撑采用等边双角钢组成的单片支撑，支撑为只拉构件，更经济合理。感谢阅读屋面和墙面檩条采用热轧轻型槽钢，通过檩托与主体构件可靠连接。由于跨度为6m，精品文档放心下载跨中设置一道拉条，拉条设置在上翼缘近1/3处，保证上翼缘受压时的平面外稳定。感谢阅读当受到风吸力影响，下翼缘受压时通过计算选出满足平面外稳定的截面。感谢阅读2.0设计引用规范和及相关设计依据2.1国家规范-建筑结构可靠度设计统一标准GB50068－2001精品文档放心下载-建筑地基基础设计规范GB50007－2002精品文档放心下载-建筑结构荷载规范GB50009－2001（2006年版）感谢阅读-混凝土结构设计规范GB50010－2010-建筑抗震设计规范GB50011－2010-钢结构设计规范GB50017－2003-建筑工程抗震设防分类标准GB50223－2008精品文档放心下载-砌体结构设计规范GB50003－2001-2.2标准、行业标准-建筑桩基技术规范JGJ94－2008-建筑地基处理技术规范JGJ79-2002-建筑钢结构焊接规程JGJ81-91-门式刚架轻型房屋钢结构设计规程CECS:102-2002谢谢阅读2.3参考文献或图集-建筑结构静力计算手册-混凝土结构计算手册-钢结构设计手册-砌体结构设计手册-钢筋混凝土结构构造手册3.0设计参数与准则3.1自然环境参数3.1.1基本风（雪）压-基本风压：0.50kPa-基本雪压：0.00kPa-地面粗糙度：B类3.1.2冻土深度（北方地区有此要求）-冻土深度：佛山地区全年无冻土0cm3.2地震参数-场地地震动加速度：0.1g-设计地震分组：第一组-场地基本地震烈度：7度-抗震设防烈度：7度-抗震设防分类：标准设防类-抗震等级：三级-场地土类别：Ⅳ类-场地特征周期：0.65s-阻尼系数：0.053.3主要材料-基础混凝土强度等级：C30-上部结构混凝土强度等级：C30-钢筋牌号：HPB300、HRB335、HRB400感谢阅读-钢材牌号：Q235B-焊接材料:E43系列、E50系列-普通螺栓：4.8级C级螺栓-高强度螺栓：10.9级扭剪型3.4主要设计条件-结构设计使用年限50年-建筑结构的安全等级二级-地基基础设计等级丙级-混凝土、钢筋、钢材材料抗力指标：混凝土C30，钢筋HPB300、HRB335、HRB400。谢谢阅读-变形控制要求：挠度（静+活）主梁L/180柱顶位移H/60或遵循相关规范要求。-设计环境类别：基础，二a类；上部结构，二a类。-混凝土保护层厚：上部：板20mm、梁25mm、柱25mm。基础：梁40mm、柱40mm。基础有垫层40mm无垫层70mm。3.5采用的计算软件-软件名称：PKPM-STS软件。-版本（或出版日期）：2010版。-开发单位：建筑科学研究院PKPMCAD事业部有限公司谢谢阅读-软件名称：STAAD-pro软件。-版本（或出版日期）：V8i版。-开发单位：Bentley软件（中国）有限公司4.0门式刚架设计输入4.1荷载分类-恒载（DL）-活载（LL）-屋面活载（LR）-风荷载（Wx，Wz）-地震作用（Sx，Sz）4.2荷载取值-恒载（DL）1.楼面恒载：采用150mm厚组合楼板、钢次梁的自重，4.1kN/m2考虑，详见荷载计算简图。精品文档放心下载2.屋面恒载：采用0.6厚压型彩板，冷弯薄壁型钢做檩条，间距1.5m，按0.4kN/m2考虑，详精品文档放心下载见荷载计算简图。-活载（LL）平台操作荷载按5kN/m2考虑，详见荷载计算简图。感谢阅读-屋面活载（LR）按0.3kN/m2考虑，详见荷载计算简图。-风荷载（Wx，Wz）取50年的风压值：0.5KN/m2，地面粗糙度：B类精品文档放心下载10米处高度系数为1.0；13米处高度系数为1.08.详见荷载计算简图。精品文档放心下载-地震作用（Sx，Sz）根据《建筑抗震设计规范》（GB50011-2010）规定，本场地抗震设防为7度。因谢谢阅读此本建筑物按抗震设防烈度7度，考虑抗震设计和采取构造措施。感谢阅读采用底部剪力法等简化方法计算地震荷载。场地特征周期为0.65s，结构自振周期为1s左右，结构阻尼比为0.05，水平地精品文档放心下载震影响系数最大值为0.08。根据《抗规》图5.1.5地震影响系数曲线得水平地震影响系数值为0.08。谢谢阅读根据公式5.2.1-1，2,3求各层水平地震力，详见荷载计算简图。谢谢阅读根据水平地震力与水平风荷载大小的比较，水平风荷载起控制作用。谢谢阅读4.3荷载组合-按《建筑结构荷载规范》（GB50009-2001）感谢阅读4.4门式刚架设计简图4.4.1边跨门式刚架MJ-14.4.2中间跨门式刚架MJ-44.4.3中间跨门式刚架MJ-84.4.4轴向支撑MJ-A5.0门式刚架设计输出5.1边跨门式刚架MJ-1工程名：MJ-1.SJ******基础计算柱底力******日期:1/4/2012时间:15:32:56基础反力单位：轴力N、剪力V:kN;弯矩M:kN.m精品文档放心下载作用力方向(对基础):轴力N压为正(↓);弯矩M顺时针为正(-↓);剪力V顺时针为正(→)。基础总结点数：5--------------------------------------------------------------------------谢谢阅读------1、基础节点号*10*基础反力基础相连柱号：1☆标准组合组合号MNV组合号MNV10.008.2912.6920.0027.77-14.50感谢阅读30.0047.65-10.4540.0061.17-15.34谢谢阅读50.0061.17-15.3460.0047.65-10.45谢谢阅读70.0024.033.4380.0035.72-12.88谢谢阅读90.0037.55-1.46100.0049.24-17.77感谢阅读110.0037.55-1.46120.0049.24-17.77感谢阅读130.0024.033.43140.0035.72-12.88精品文档放心下载150.008.2912.69160.0027.77-14.50谢谢阅读170.0017.759.26180.0037.23-17.92精品文档放心下载190.0017.759.26200.0037.23-17.92感谢阅读210.008.2912.69220.0027.77-14.50谢谢阅读230.0046.29-8.92240.0055.77-14.43感谢阅读250.0055.77-14.43260.0046.29-8.92精品文档放心下载Mmax对应组合号:26Mmax=0.00N=46.29V=谢谢阅读-8.92Mmin对应组合号:26Mmin=0.00N=46.29V=感谢阅读-8.92Nmax对应组合号:5M=0.00Nmax=61.17V=谢谢阅读-15.34Nmin对应组合号:21M=0.00Nmin=8.29V=谢谢阅读12.69Vmax对应组合号:21M=0.00N=8.29Vmax=精品文档放心下载12.69Vmin对应组合号:20M=0.00N=37.23Vmin=谢谢阅读-17.92☆基本组合组合号MNV组合号MNV10.002.0719.8520.00-7.4621.94感谢阅读30.0029.34-18.2140.0019.81-16.12谢谢阅读50.0057.18-12.5460.0047.65-10.45感谢阅读70.0064.33-14.1180.0076.10-19.39感谢阅读90.0066.57-17.30100.0077.58-18.90感谢阅读110.0076.10-19.39120.0066.57-17.30感谢阅读130.0077.58-18.90140.0057.18-12.54感谢阅读150.0047.65-10.45160.0064.33-14.11感谢阅读170.0024.116.89180.0014.588.98谢谢阅读190.0040.48-15.94200.0030.95-13.85谢谢阅读210.0043.040.04220.0033.512.13精品文档放心下载230.0059.40-22.79240.0049.87-20.70精品文档放心下载250.0043.040.04260.0033.512.13精品文档放心下载270.0059.40-22.79280.0049.87-20.70谢谢阅读290.0024.116.89300.0014.588.98谢谢阅读310.0040.48-15.94320.0030.95-13.85感谢阅读330.002.0719.85340.00-7.4621.94感谢阅读350.0029.34-18.21360.0019.81-16.12谢谢阅读370.0015.3215.06380.005.7917.15谢谢阅读390.0042.59-23.00400.0033.06-20.91谢谢阅读410.0015.3215.06420.005.7917.15感谢阅读430.0042.59-23.00440.0033.06-20.91感谢阅读450.002.0719.85460.00-7.4621.94谢谢阅读470.0029.34-18.21480.0019.81-16.12精品文档放心下载490.0055.41-10.55500.0045.88-8.46感谢阅读510.0067.07-17.47520.0056.18-14.89感谢阅读530.0067.07-17.47540.0056.18-14.89谢谢阅读550.0055.41-10.55560.0045.88-8.46感谢阅读Mmax对应组合号:56Mmax=0.00N=45.88V=感谢阅读-8.46Mmin对应组合号:56Mmin=0.00N=45.88V=精品文档放心下载-8.46Nmax对应组合号:13M=0.00Nmax=77.58V=感谢阅读-18.90Nmin对应组合号:46M=0.00Nmin=-7.46V=精品文档放心下载21.94Vmax对应组合号:46M=0.00N=-7.46Vmax=谢谢阅读21.94Vmin对应组合号:43M=0.00N=42.59Vmin=谢谢阅读-23.00--------------------------------------------------------------------------精品文档放心下载------2、基础节点号*11*基础反力基础相连柱号：2（注：抗风柱基础，基底剪力为刚架平面外剪力）☆标准组合组合号MNV组合号MNV10.0012.8626.3320.0012.86-26.33谢谢阅读30.0012.860.0040.0012.860.00感谢阅读50.0012.860.0060.0012.860.00感谢阅读70.0012.8615.8080.0012.86-15.80精品文档放心下载90.0012.8615.80100.0012.86-15.80谢谢阅读110.0012.8615.80120.0012.86-15.80感谢阅读130.0012.8615.80140.0012.86-15.80感谢阅读150.0012.8626.33160.0012.86-26.33精品文档放心下载170.0012.8626.33180.0012.86-26.33精品文档放心下载190.0012.8626.33200.0012.86-26.33精品文档放心下载210.0012.8626.33220.0012.86-26.33感谢阅读230.0012.860.00240.0012.860.00谢谢阅读250.0012.860.00260.0012.860.00感谢阅读Mmax对应组合号:26Mmax=0.00N=12.86V=谢谢阅读0.00Mmin对应组合号:26Mmin=0.00N=12.86V=感谢阅读0.00Nmax对应组合号:26M=0.00Nmax=12.86V=精品文档放心下载0.00Nmin对应组合号:26M=0.00Nmin=12.86V=精品文档放心下载0.00Vmax对应组合号:21M=0.00N=12.86Vmax=感谢阅读26.33Vmin对应组合号:22M=0.00N=12.86Vmin=精品文档放心下载-26.33☆基本组合组合号MNV组合号MNV10.0015.4336.8620.0012.8636.86感谢阅读30.0015.43-36.8640.0012.86-36.86感谢阅读50.0015.430.0060.0012.860.00谢谢阅读70.0017.360.0080.0015.430.00谢谢阅读90.0012.860.00100.0017.360.00精品文档放心下载110.0015.430.00120.0012.860.00感谢阅读130.0017.360.00140.0015.430.00精品文档放心下载150.0012.860.00160.0017.360.00谢谢阅读170.0015.4322.12180.0012.8622.12谢谢阅读190.0015.43-22.12200.0012.86-22.12谢谢阅读210.0015.4322.12220.0012.8622.12谢谢阅读230.0015.43-22.12240.0012.86-22.12感谢阅读250.0015.4322.12260.0012.8622.12感谢阅读270.0015.43-22.12280.0012.86-22.12精品文档放心下载290.0015.4322.12300.0012.8622.12感谢阅读310.0015.43-22.12320.0012.86-22.12精品文档放心下载330.0015.4336.86340.0012.8636.86谢谢阅读350.0015.43-36.86360.0012.86-36.86谢谢阅读370.0015.4336.86380.0012.8636.86精品文档放心下载390.0015.43-36.86400.0012.86-36.86精品文档放心下载410.0015.4336.86420.0012.8636.86精品文档放心下载430.0015.43-36.86440.0012.86-36.86精品文档放心下载450.0015.4336.86460.0012.8636.86感谢阅读470.0015.43-36.86480.0012.86-36.86精品文档放心下载490.0015.430.00500.0012.860.00谢谢阅读510.0015.430.00520.0012.860.00精品文档放心下载530.0015.430.00540.0012.860.00精品文档放心下载550.0015.430.00560.0012.860.00感谢阅读Mmax对应组合号:56Mmax=0.00N=12.86V=感谢阅读0.00Mmin对应组合号:56Mmin=0.00N=12.86V=谢谢阅读0.00Nmax对应组合号:16M=0.00Nmax=17.36V=精品文档放心下载0.00Nmin对应组合号:56M=0.00Nmin=12.86V=感谢阅读0.00Vmax对应组合号:46M=0.00N=12.86Vmax=感谢阅读36.86Vmin对应组合号:48M=0.00N=12.86Vmin=精品文档放心下载-36.86--------------------------------------------------------------------------感谢阅读------3、基础节点号*12*基础反力基础相连柱号：3（注：抗风柱基础，基底剪力为刚架平面外剪力）☆标准组合组合号MNV组合号MNV10.0013.2227.0720.0013.22-27.07谢谢阅读30.0013.220.0040.0013.220.00谢谢阅读50.0013.220.0060.0013.220.00精品文档放心下载70.0013.2216.2480.0013.22-16.24感谢阅读90.0013.2216.24100.0013.22-16.24精品文档放心下载110.0013.2216.24120.0013.22-16.24感谢阅读130.0013.2216.24140.0013.22-16.24精品文档放心下载150.0013.2227.07160.0013.22-27.07谢谢阅读170.0013.2227.07180.0013.22-27.07感谢阅读190.0013.2227.07200.0013.22-27.07感谢阅读210.0013.2227.07220.0013.22-27.07感谢阅读230.0013.220.00240.0013.220.00谢谢阅读250.0013.220.00260.0013.220.00谢谢阅读Mmax对应组合号:26Mmax=0.00N=13.22V=精品文档放心下载0.00Mmin对应组合号:26Mmin=0.00N=13.22V=精品文档放心下载0.00Nmax对应组合号:26M=0.00Nmax=13.22V=谢谢阅读0.00Nmin对应组合号:26M=0.00Nmin=13.22V=感谢阅读0.00Vmax对应组合号:21M=0.00N=13.22Vmax=感谢阅读27.07Vmin对应组合号:22M=0.00N=13.22Vmin=感谢阅读-27.07☆基本组合组合号MNV组合号MNV10.0015.8737.9020.0013.2237.90感谢阅读30.0015.87-37.9040.0013.22-37.90精品文档放心下载50.0015.870.0060.0013.220.00感谢阅读70.0017.850.0080.0015.870.00精品文档放心下载90.0013.220.00100.0017.850.00谢谢阅读110.0015.870.00120.0013.220.00感谢阅读130.0017.850.00140.0015.870.00精品文档放心下载150.0013.220.00160.0017.850.00精品文档放心下载170.0015.8722.74180.0013.2222.74精品文档放心下载190.0015.87-22.74200.0013.22-22.74精品文档放心下载210.0015.8722.74220.0013.2222.74精品文档放心下载230.0015.87-22.74240.0013.22-22.74精品文档放心下载250.0015.8722.74260.0013.2222.74精品文档放心下载270.0015.87-22.74280.0013.22-22.74感谢阅读290.0015.8722.74300.0013.2222.74精品文档放心下载310.0015.87-22.74320.0013.22-22.74谢谢阅读330.0015.8737.90340.0013.2237.90谢谢阅读350.0015.87-37.90360.0013.22-37.90谢谢阅读370.0015.8737.90380.0013.2237.90感谢阅读390.0015.87-37.90400.0013.22-37.90谢谢阅读410.0015.8737.90420.0013.2237.90谢谢阅读430.0015.87-37.90440.0013.22-37.90谢谢阅读450.0015.8737.90460.0013.2237.90精品文档放心下载470.0015.87-37.90480.0013.22-37.90谢谢阅读490.0015.870.00500.0013.220.00感谢阅读510.0015.870.00520.0013.220.00感谢阅读530.0015.870.00540.0013.220.00感谢阅读550.0015.870.00560.0013.220.00感谢阅读Mmax对应组合号:56Mmax=0.00N=13.22V=精品文档放心下载0.00Mmin对应组合号:56Mmin=0.00N=13.22V=感谢阅读0.00Nmax对应组合号:16M=0.00Nmax=17.85V=感谢阅读0.00Nmin对应组合号:56M=0.00Nmin=13.22V=感谢阅读0.00Vmax对应组合号:46M=0.00N=13.22Vmax=感谢阅读37.90Vmin对应组合号:48M=0.00N=13.22Vmin=精品文档放心下载-37.90--------------------------------------------------------------------------谢谢阅读------4、基础节点号*13*基础反力基础相连柱号：4（注：抗风柱基础，基底剪力为刚架平面外剪力）☆标准组合组合号MNV组合号MNV10.0012.8626.3320.0012.86-26.33精品文档放心下载30.0012.860.0040.0012.860.00感谢阅读50.0012.860.0060.0012.860.00谢谢阅读70.0012.8615.8080.0012.86-15.80感谢阅读90.0012.8615.80100.0012.86-15.80感谢阅读110.0012.8615.80120.0012.86-15.80精品文档放心下载130.0012.8615.80140.0012.86-15.80谢谢阅读150.0012.8626.33160.0012.86-26.33精品文档放心下载170.0012.8626.33180.0012.86-26.33精品文档放心下载190.0012.8626.33200.0012.86-26.33谢谢阅读210.0012.8626.33220.0012.86-26.33感谢阅读230.0012.860.00240.0012.860.00感谢阅读250.0012.860.00260.0012.860.00精品文档放心下载Mmax对应组合号:26Mmax=0.00N=12.86V=精品文档放心下载0.00Mmin对应组合号:26Mmin=0.00N=12.86V=精品文档放心下载0.00Nmax对应组合号:26M=0.00Nmax=12.86V=精品文档放心下载0.00Nmin对应组合号:26M=0.00Nmin=12.86V=感谢阅读0.00Vmax对应组合号:21M=0.00N=12.86Vmax=谢谢阅读26.33Vmin对应组合号:22M=0.00N=12.86Vmin=谢谢阅读-26.33☆基本组合组合号MNV组合号MNV10.0015.4336.8620.0012.8636.86感谢阅读30.0015.43-36.8640.0012.86-36.86感谢阅读50.0015.430.0060.0012.860.00谢谢阅读70.0017.360.0080.0015.430.00感谢阅读90.0012.860.00100.0017.360.00感谢阅读110.0015.430.00120.0012.860.00精品文档放心下载130.0017.360.00140.0015.430.00感谢阅读150.0012.860.00160.0017.360.00谢谢阅读170.0015.4322.12180.0012.8622.12感谢阅读190.0015.43-22.12200.0012.86-22.12谢谢阅读210.0015.4322.12220.0012.8622.12感谢阅读230.0015.43-22.12240.0012.86-22.12精品文档放心下载250.0015.4322.12260.0012.8622.12精品文档放心下载270.0015.43-22.12280.0012.86-22.12感谢阅读290.0015.4322.12300.0012.8622.12精品文档放心下载310.0015.43-22.12320.0012.86-22.12感谢阅读330.0015.4336.86340.0012.8636.86感谢阅读350.0015.43-36.86360.0012.86-36.86精品文档放心下载370.0015.4336.86380.0012.8636.86精品文档放心下载390.0015.43-36.86400.0012.86-36.86精品文档放心下载410.0015.4336.86420.0012.8636.86感谢阅读430.0015.43-36.86440.0012.86-36.86精品文档放心下载450.0015.4336.86460.0012.8636.86精品文档放心下载470.0015.43-36.86480.0012.86-36.86感谢阅读490.0015.430.00500.0012.860.00精品文档放心下载510.0015.430.00520.0012.860.00精品文档放心下载530.0015.430.00540.0012.860.00谢谢阅读550.0015.430.00560.0012.860.00谢谢阅读Mmax对应组合号:56Mmax=0.00N=12.86V=感谢阅读0.00Mmin对应组合号:56Mmin=0.00N=12.86V=谢谢阅读0.00Nmax对应组合号:16M=0.00Nmax=17.36V=感谢阅读0.00Nmin对应组合号:56M=0.00Nmin=12.86V=谢谢阅读0.00Vmax对应组合号:46M=0.00N=12.86Vmax=感谢阅读36.86Vmin对应组合号:48M=0.00N=12.86Vmin=谢谢阅读-36.86--------------------------------------------------------------------------精品文档放心下载------5、基础节点号*14*基础反力基础相连柱号：5☆标准组合组合号MNV组合号MNV10.0027.7714.5020.008.29-12.69感谢阅读30.0061.1715.3440.0047.6510.45精品文档放心下载50.0061.1715.3460.0047.6510.45精品文档放心下载70.0049.2417.7780.0037.551.46谢谢阅读90.0035.7212.88100.0024.03-3.43精品文档放心下载110.0049.2417.77120.0037.551.46精品文档放心下载130.0035.7212.88140.0024.03-3.43感谢阅读150.0037.2317.92160.0017.75-9.26谢谢阅读170.0027.7714.50180.008.29-12.69精品文档放心下载190.0037.2317.92200.0017.75-9.26感谢阅读210.0027.7714.50220.008.29-12.69谢谢阅读230.0055.7714.43240.0046.298.92感谢阅读250.0055.7714.43260.0046.298.92感谢阅读Mmax对应组合号:26Mmax=0.00N=46.29V=精品文档放心下载8.92Mmin对应组合号:26Mmin=0.00N=46.29V=感谢阅读8.92Nmax对应组合号:5M=0.00Nmax=61.17V=精品文档放心下载15.34Nmin对应组合号:22M=0.00Nmin=8.29V=精品文档放心下载-12.69Vmax对应组合号:19M=0.00N=37.23Vmax=精品文档放心下载17.92Vmin对应组合号:22M=0.00N=8.29Vmin=谢谢阅读-12.69☆基本组合组合号MNV组合号MNV10.0029.3418.2120.0019.8116.12精品文档放心下载30.002.07-19.8540.00-7.46-21.94感谢阅读50.0076.1019.3960.0066.5717.30精品文档放心下载70.0077.5718.9080.0057.1812.54精品文档放心下载90.0047.6510.45100.0064.3314.11感谢阅读110.0076.1019.39120.0066.5717.30谢谢阅读130.0077.5718.90140.0057.1812.54感谢阅读150.0047.6510.45160.0064.3314.11谢谢阅读170.0059.4022.79180.0049.8720.70感谢阅读190.0043.04-0.04200.0033.51-2.13感谢阅读210.0040.4815.94220.0030.9513.85谢谢阅读230.0024.11-6.89240.0014.58-8.98感谢阅读250.0059.4022.79260.0049.8720.70精品文档放心下载270.0043.04-0.04280.0033.51-2.13精品文档放心下载290.0040.4815.94300.0030.9513.85精品文档放心下载310.0024.11-6.89320.0014.58-8.98精品文档放心下载330.0042.5923.00340.0033.0620.91谢谢阅读350.0015.32-15.06360.005.79-17.15谢谢阅读370.0029.3418.21380.0019.8116.12谢谢阅读390.002.07-19.85400.00-7.46-21.94谢谢阅读410.0042.5923.00420.0033.0620.91谢谢阅读430.0015.32-15.06440.005.79-17.15感谢阅读450.0029.3418.21460.0019.8116.12谢谢阅读470.002.07-19.85480.00-7.46-21.94精品文档放心下载490.0067.0717.47500.0056.1814.89谢谢阅读510.0055.4110.55520.0045.888.46精品文档放心下载530.0067.0717.47540.0056.1814.89感谢阅读550.0055.4110.55560.0045.888.46谢谢阅读Mmax对应组合号:56Mmax=0.00N=45.88V=谢谢阅读8.46Mmin对应组合号:56Mmin=0.00N=45.88V=精品文档放心下载8.46Nmax对应组合号:13M=0.00Nmax=77.57V=精品文档放心下载18.90Nmin对应组合号:48M=0.00Nmin=-7.46V=谢谢阅读-21.94Vmax对应组合号:41M=0.00N=42.59Vmax=精品文档放心下载23.00Vmin对应组合号:48M=0.00N=-7.46Vmin=谢谢阅读-21.945.2中间跨门式刚架MJ-4工程名：MJ-4.SJ******基础计算柱底力******日期:1/4/2012时间:15:52:06基础反力单位：轴力N、剪力V:kN;弯矩M:kN.m感谢阅读作用力方向(对基础):轴力N压为正(↓);弯矩M顺时针为正(-↓);剪力V顺时针为正(→)。基础总结点数：2--------------------------------------------------------------------------感谢阅读------1、基础节点号*10*基础反力基础相连柱号：1☆标准组合组合号MNV组合号MNV10.0013.6910.2320.0037.93-25.60感谢阅读30.0070.25-19.9840.00102.24-32.28感谢阅读50.00102.24-32.2860.0070.25-19.98精品文档放心下载70.0036.32-1.8580.0050.86-23.35精品文档放心下载90.0068.30-14.15100.0082.85-35.65精品文档放心下载110.0068.30-14.15120.0082.85-35.65感谢阅读130.0036.32-1.85140.0050.86-23.35精品文档放心下载150.0013.6910.23160.0037.93-25.60谢谢阅读170.0036.091.63180.0060.32-34.20感谢阅读190.0036.091.63200.0060.32-34.20感谢阅读210.0013.6910.23220.0037.93-25.60谢谢阅读230.0068.39-17.85240.0088.11-28.26精品文档放心下载250.0088.11-28.26260.0068.39-17.85感谢阅读Mmax对应组合号:26Mmax=0.00N=68.39V=感谢阅读-17.85Mmin对应组合号:26Mmin=0.00N=68.39V=谢谢阅读-17.85Nmax对应组合号:5M=0.00Nmax=102.24V=谢谢阅读-32.28Nmin对应组合号:21M=0.00Nmin=13.69V=精品文档放心下载10.23Vmax对应组合号:21M=0.00N=13.69Vmax=精品文档放心下载10.23Vmin对应组合号:12M=0.00N=82.85Vmin=精品文档放心下载-35.65☆基本组合组合号MNV组合号MNV10.005.1218.3220.00-8.9322.32感谢阅读30.0039.05-31.8440.0025.00-27.84感谢阅读50.0084.30-23.9860.0070.25-19.98感谢阅读70.0094.84-26.9780.00129.08-41.19精品文档放心下载90.00115.03-37.20100.00126.19-39.02精品文档放心下载110.00129.08-41.19120.00115.03-37.20谢谢阅读130.00126.19-39.02140.0084.30-23.98精品文档放心下载150.0070.25-19.98160.0094.84-26.97谢谢阅读170.0036.791.40180.0022.745.40谢谢阅读190.0057.15-28.69200.0043.10-24.70感谢阅读210.0081.58-15.81220.0067.52-11.81精品文档放心下载230.00101.93-45.91240.0087.88-41.91精品文档放心下载250.0081.58-15.81260.0067.52-11.81谢谢阅读270.00101.93-45.91280.0087.88-41.91谢谢阅读290.0036.791.40300.0022.745.40感谢阅读310.0057.15-28.69320.0043.10-24.70精品文档放心下载330.005.1218.32340.00-8.9322.32谢谢阅读350.0039.05-31.84360.0025.00-27.84感谢阅读370.0036.476.27380.0022.4210.27谢谢阅读390.0070.40-43.89400.0056.35-39.89精品文档放心下载410.0036.476.27420.0022.4210.27谢谢阅读430.0070.40-43.89440.0056.35-39.89精品文档放心下载450.005.1218.32460.00-8.9322.32精品文档放心下载470.0039.05-31.84480.0025.00-27.84感谢阅读490.0081.88-21.21500.0067.83-17.21精品文档放心下载510.00105.91-34.12520.0088.67-28.89感谢阅读530.00105.91-34.12540.0088.67-28.89感谢阅读550.0081.88-21.21560.0067.83-17.21感谢阅读Mmax对应组合号:56Mmax=0.00N=67.83V=感谢阅读-17.21Mmin对应组合号:56Mmin=0.00N=67.83V=感谢阅读-17.21Nmax对应组合号:11M=0.00Nmax=129.08V=谢谢阅读-41.19Nmin对应组合号:46M=0.00Nmin=-8.93V=精品文档放心下载22.32Vmax对应组合号:46M=0.00N=-8.93Vmax=谢谢阅读22.32Vmin对应组合号:27M=0.00N=101.93Vmin=感谢阅读-45.91--------------------------------------------------------------------------感谢阅读------2、基础节点号*11*基础反力基础相连柱号：2☆标准组合组合号MNV组合号MNV10.0037.9325.6020.0013.69-10.23谢谢阅读30.00102.2432.2840.0070.2519.98精品文档放心下载50.00102.2432.2860.0070.2519.98感谢阅读70.0082.8535.6580.0068.3014.15精品文档放心下载90.0050.8623.35100.0036.321.85精品文档放心下载110.0082.8535.65120.0068.3014.15谢谢阅读130.0050.8623.35140.0036.321.85感谢阅读150.0060.3234.20160.0036.09-1.63谢谢阅读170.0037.9325.60180.0013.69-10.23谢谢阅读190.0060.3234.20200.0036.09-1.63感谢阅读210.0037.9325.60220.0013.69-10.23感谢阅读230.0088.1128.26240.0068.3917.85感谢阅读250.0088.1128.26260.0068.3917.85精品文档放心下载Mmax对应组合号:26Mmax=0.00N=68.39V=谢谢阅读17.85Mmin对应组合号:26Mmin=0.00N=68.39V=谢谢阅读17.85Nmax对应组合号:5M=0.00Nmax=102.24V=感谢阅读32.28Nmin对应组合号:22M=0.00Nmin=13.69V=精品文档放心下载-10.23Vmax对应组合号:11M=0.00N=82.85Vmax=谢谢阅读35.65Vmin对应组合号:22M=0.00N=13.69Vmin=感谢阅读-10.23☆基本组合组合号MNV组合号MNV10.0039.0531.8420.0025.0027.84谢谢阅读30.005.12-18.3340.00-8.93-22.32谢谢阅读50.00129.0841.1960.00115.0337.20感谢阅读70.00126.1939.0280.0084.3023.98谢谢阅读90.0070.2519.98100.0094.8426.97精品文档放心下载110.00129.0841.19120.00115.0337.20精品文档放心下载130.00126.1939.02140.0084.3023.98精品文档放心下载150.0070.2519.98160.0094.8426.97谢谢阅读170.00101.9345.91180.0087.8841.91感谢阅读190.0081.5815.81200.0067.5311.81谢谢阅读210.0057.1528.69220.0043.1024.70感谢阅读230.0036.79-1.40240.0022.74-5.40谢谢阅读250.00101.9345.91260.0087.8841.91精品文档放心下载270.0081.5815.81280.0067.5311.81感谢阅读290.0057.1528.69300.0043.1024.70精品文档放心下载310.0036.79-1.40320.0022.74-5.40谢谢阅读330.0070.4043.89340.0056.3539.89精品文档放心下载350.0036.47-6.27360.0022.42-10.27感谢阅读370.0039.0531.84380.0025.0027.84精品文档放心下载390.005.12-18.33400.00-8.93-22.32谢谢阅读410.0070.4043.89420.0056.3539.89谢谢阅读430.0036.47-6.27440.0022.42-10.27感谢阅读450.0039.0531.84460.0025.0027.84精品文档放心下载470.005.12-18.33480.00-8.93-22.32谢谢阅读490.00105.9134.12500.0088.6728.89精品文档放心下载510.0081.8821.21520.0067.8317.21谢谢阅读530.00105.9134.12540.0088.6728.89感谢阅读550.0081.8821.21560.0067.8317.21精品文档放心下载Mmax对应组合号:56Mmax=0.00N=67.83V=谢谢阅读17.21Mmin对应组合号:56Mmin=0.00N=67.83V=谢谢阅读17.21Nmax对应组合号:11M=0.00Nmax=129.08V=谢谢阅读41.19Nmin对应组合号:48M=0.00Nmin=-8.93V=谢谢阅读-22.32Vmax对应组合号:25M=0.00N=101.93Vmax=精品文档放心下载45.91Vmin对应组合号:48M=0.00N=-8.93Vmin=精品文档放心下载-22.325.3中间跨门式刚架MJ-8工程名：MJ-8.SJ******基础计算柱底力******日期:1/4/2012时间:15:57:30基础反力单位：轴力N、剪力V:kN;弯矩M:kN.m感谢阅读作用力方向(对基础):轴力N压为正(↓);弯矩M顺时针为正(-↓);剪力V顺时针为正(→)。基础总结点数：5--------------------------------------------------------------------------感谢阅读------1、基础节点号*16*基础反力基础相连柱号：1☆标准组合组合号MNV组合号MNV10.00131.325.0020.00114.463.18精品文档放心下载30.00256.8033.6840.00177.4620.56谢谢阅读50.00266.9233.4560.00167.3420.79谢谢阅读70.00235.1924.2080.00225.0723.11谢谢阅读90.00155.8511.09100.00145.7310.00感谢阅读110.00245.3123.98120.00235.1922.89感谢阅读130.00145.7311.31140.00135.6110.22谢谢阅读150.00193.9414.02160.00177.0812.20精品文档放心下载170.00138.404.84180.00121.543.02感谢阅读190.00201.0313.86200.00184.1612.05精品文档放心下载210.00131.325.00220.00114.463.18精品文档放心下载230.00215.0039.89240.00169.448.27精品文档放心下载250.00220.0639.78260.00164.388.38精品文档放心下载Mmax对应组合号:26Mmax=0.00N=164.38V=感谢阅读8.38Mmin对应组合号:26Mmin=0.00N=164.38V=谢谢阅读8.38Nmax对应组合号:5M=0.00Nmax=266.92V=感谢阅读33.45Nmin对应组合号:22M=0.00Nmin=114.46V=精品文档放心下载3.18Vmax对应组合号:23M=0.00N=215.00Vmax=精品文档放心下载39.89Vmin对应组合号:18M=0.00N=121.54Vmin=精品文档放心下载3.02☆基本组合组合号MNV组合号MNV10.00150.382.8420.00116.91-1.32精品文档放心下载30.00126.770.3040.0093.30-3.86精品文档放心下载50.00326.0542.9960.00292.5938.83精品文档放心下载70.00313.5840.6980.00214.9724.63谢谢阅读90.00181.5120.47100.00235.822