防震减灾指挥技术中心外装饰工程设计计算书2025.5.2目 录目 录......................................................................................................................................1一、设计计算依据：.............................................................................................3二、设计荷载确定原则:....................................................................................3三、立柱计算.................................................................................................................5(一)、第一处立柱计算 [标高：13.75m,H150-1]..............................................5(二)、第二处立柱计算 [标高：27m,H140-1]......................................................7(三)、第三处立柱计算 [标高：30.4m,H100-1]..............................................10(四)、第四处立柱计算 [标高：33.4m,槽钢 10 号].......................................12(五)、第五处立柱计算 [标高：33.4m,槽钢 8 号]..........................................15四、横梁计算...............................................................................................................17(一)、第一处横梁计算 [标高：27m,M180-26]...................................................17(二)、第二处横梁计算 [标高：33.4m,L50x50x5 角钢].................................21五、玻璃计算 [标高:27m,中空(外单片.内单片)]...........................24六、结构胶胶形计算 [标高:27m,D.C.995]........................................27七、横梁与立柱连接计算.............................................................................29(一)、第一处横梁与立柱连接计算 [标高:27m,M180-26+H140-1]..............29(二)、第二处横梁与立柱连接计算 [标高:33.4m,L50x50x5 角钢+10＃镀锌槽钢]..............................................................................................................................30八、立柱与支座连接计算.............................................................................32(一)、第一处立柱与钢支座连接计算 [标高:27m,H140-1+6mm 厚镀锌钢角码].....
