一级注册结构师专业考试常用表格打印版.doc

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1、....一注结构考试常用表格查询高层建筑、混凝土结构、钢结构、砌体结构..资料.......一注结构考试常用表格查询高层建筑、混凝土结构、钢结构、砌体结构..资料.......一注结构考试常用表格查询高层建筑、混凝土结构、钢结构、砌体结构..资料.......混凝土结构设计常用表格材料强度表混凝土强度标准值(N/mm2)表4.1.3/混凝土弹性模量(×104N/mm2)表4.1.5强度种类混凝土强度等级C15C20C25C30C35C40C45C50C55C60C65C70C75C80fck10.013.416.720.123.426.829.632.435.538.541.54

2、4.547.450.2ftk1.271.541.782.012.202.392.512.642.742.852.932.993.053.11Ec2.202.552.803.003.153.253.353.453.553.603.653.703.753.80混凝土强度设计值(N/mm2)表4.1.4强度种类混凝土强度等级C15C20C25C30C35C40C45C50C55C60C65C70C75C80fc7.29.611.914.316.719.121.123.125.327.529.731.833.835.9ft0.911.101.271.431.571.711.801.891

3、.962.042.092.142.182.22普通钢筋强度设计值(N/mm2)表4.2.3-1/钢筋弹性模量Es(×105N/mm2)表4.2.4牌号抗拉强度设计值fy抗压强度设计值fy’弹性模量EsHPB3002702702.10HRB335、HRBF3353003002.00HRB400、HRBF400、RRB400360360HRB500、HRBF500435410..资料.......预应力螺丝钢筋//钢筋的计算截面面积及理论重量表公称直径（mm）不同根数直径的计算截面面积（mm2）理论重量（kg/m）123456789628.3578511314217019822625

4、50.222850.31011512012523023524024530.3951078.51572363143934715506287070.61712113.122633945256567879190410170.88814153.93084616157699231077123113851.2116201.1402603804100512061407160818091.5818254.55097631017127215271781203622902.00(2.11)20314.26289421256157018842199251328272.4722380.176011401

5、520190022812661304134212.9825490.998214731964245429453436392744183.85(4.10)28615.8123218472463307936954310492655424.8332804.2160924133217402148265630643472386.31(6.65361017.9203630544072508961077125814391617.99401256.625133770502762837540879610053113109.87(10.34)501963.53928589278569820117841

6、3748157121767615.42(16.28注：括号为预应力螺纹钢筋的数值。..资料.......钢筋混凝土高层建筑的最大适用高度（m）..资料.......钢筋混凝土高层建筑结构适用的最大高宽比..资料.......钢筋混凝土高层建筑结构抗震等级..资料.........资料.......混合结构高层建筑适用的最大高度（m）钢-混凝土混合结构抗震等级..资料.......每米板宽钢筋截面面积表（mm2）钢筋间距（mm）钢筋直径（mm）6810121416182022252832704047181122161621992872363544885430701287961148

7、98035362898214141924251331813927475261367697100539031455987312571710223428273491422454546842893610028350378511311539201125443142380149096153804311025745771410281399182823132856345644625598731112023641965594212831676212126183168409151316702130