3.8组合结构的内力计算(1)组合结构的受力特点组合结构是由链杆和梁式杆所组成。角钢钢筋混凝土屋架加固工程PDFCEFFFNN,0注意:上图中P...
3.7桁架结构的内力计算3.7.1桁架的特点及其组成图3.43图3.44(a)(b)1）桁架：由直杆组成的、结点全部为铰结点的结构。2）特点：二力杆3）计...
工程建设标准全文信息系统工程建设标准全文信息系统目次总则符号材料性能作用和作用效应几何参数计算系数及其他基本计算规定连续梁和单向连...
柱内力组合表端内荷载类型内力组合点力1.35Sgk+0.7*1.4Sqk1.2Sgk+1.4Sqk5M50.7315.6931.9883.861782.842N194.222.458.42284.171264.47M34.4...
层恒载活载①②组合项目值组合项目值5左M-17.15-4.53①+②+④-29.4945V27.9811.353.593中M11.223.15①+②+④19.557V右M-12.98-3.75①+②+③...
层恒载活载①②组合项目值组合项目值5左M-17.15-4.53①+②+④-29.4945V27.9811.353.593中M11.223.15①+②+④19.557V右M-12.98-3.75①+②+③...
梁号截面内力恒载活载abcd组合项目组合值组合项目组合值组合项目组合值上M27.687.48-1.381.491.35a+0.98(b+c)43.3461.35a+0.98d38.82821.35...
框架梁内力组合表层次截面位置内力恒荷活荷一层AM-51.12-13.1885.72-85.72241.44V68.3012.83-32.4132.41-68.80M-57.79-13.72-30.2130.21-13...
层次端点内力荷载类型1.2Sgk+1.4Sqk5AM-37.54-10.7531.98-60.098V80.4322.458.42127.946BlM-136.53-34.7131.2-212.43V111.4929.978.42175.7...
基顶荷载的标准值组合表柱号截面内力恒载活载风载abcdef下M-7.88-2.020.05-0.0458.12-58.12N1779.12202.97-0.391.3-49.4949.49V-4.3-1.10.0...
222截面竖向荷载内力③风荷载内力组合内力组合取值轴压比节点处梁①恒载②活载端弯矩和4-36.45-5.5±19.93-51.44-21.13-72.95-21.13-72.95N...
222截面竖向荷载内力③风荷载内力组合内力组合取值轴压比节点处梁①恒载②活载端弯矩和4柱顶M-51.72-4.835±31.11-68.83-24.52-105.41-68.8...
竖向荷载内力内力组合内力组合取值轴压比节点处梁①恒载②活载端弯矩和4M93.4813.64±17.65131.27143.3197.42143.3197.42N273.0520.35±4.0...
层截面号恒载活载左风右风①②③④组合项目组合值组合项目组合值组合项目组合值M-129.50-19.183.39-3.39-193.62-149.40-193.62N-189.76-13....
