注册结构师考试表格_图文

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1、强度种类混凝土强度等级C15C20C25C30C35C40C45C50C55C60C65C70C75C80fc7.29.611.914.316.719.12L123.125.327.529.731.833.835.9ft0.911.101.271.431.571.711.801.891.962.042.092.142.182.22fck10.013.416.720.123.426.829.632.435.538.541.544.547.450.2ftk1.271.541.782.012.202.392.512.642.742.852.9

2、32.993.053.11Ec2.202.552.803.003.153.253.353.453.553.603.653.703.753.80种类极限强度标准值fstk屈服强度标准值fyk抗拉强度设计值fy抗压强度设计值fy*横向钢筋抗拉设计值fyvEs（N/mm，）HPB3004203002702702702.1xlO5HRB3354553353003003002.0xlO5HRB4005404003603603602.0xlO5HRB5006305004354103602.0xlO5钢筋的计算截面面积及理论重量公称直径(mm)不同根

3、数钢筋的计算截面面积(mm2)12345678962&356.584.8113141170198226254850.3101151201252302352402453107&515723631439347155062870712113.1226339452565678791904101714153.930846161576992310771231138516201.14026038041005120614071608180918254.550976310171272152717812036229020314.26289421256157

4、0188421992513282722380.1760114015201900228126613041342125490.9982147319642454294534363927441828615.81232184724633079369543104926554232804.216092413321740214826563064347238《砌规》表3.2.2强度类别破坏特征及砌体种类砂浆强度等级^MIOM7.5M5M2.5弯烧结普通砖；烧结多孔砖0.330.290.230.17<蒸压灰砂砖，蒸压粉煤灰砖0.240.200.16曲<4）

5、混凝土砌块0.110.090.08抗■•■烧结普通砖；烧结多孔砖0.170.140.110.08-■•■蒸压灰砂砖，蒸压粉煤灰砖0.120.100.08拉-■-混凝土砌块0.080.060.05抗烧结普通砖；烧结多孔砖0.170.140.110.08蒸压灰砂砖，蒸压粉煤灰砖0.120.100.08剪混凝土砌块0.090.080.06砖强度等级砂浆强度等级砂浆强度M15M10M7.5M5M2.50MU303.943.272.932.592.261.15MU253.602.982.682.372.061.05MU203.222.672.39

6、2.121.840.94MU152.792.312.071.831.600.82MU10—1.891.691.501.300.67注：当烧结多孔砖的空洞率大于30%时，表中数值应乘以0.9。《砌规》表3.2.1-3蒸压灰砂砖和蒸压粉煤灰砖砌体的抗压强度设计值(MPa)砖强度等级砂浆强度等级砂浆强度M15M10M7.5M50MU253.602.982.682.371.05MU203.222.672.392.120.94MU152.792.312.071.830.82MU10—1.891.691.500.67《砌规》表4.2.1房屋静力计算

7、方案屋盖或楼盖类别刚性方案刚弹性方案弹性方案1整体式、装配整体和装配式无標体系钢筋混凝上屋盖或钢筋混凝十•楼盖s<3232WsW72s>722装配式有楝体系钢筋混凝土屋盖、轻钢屋盖和有密铺望板的木屋盖或木楼盖s<2020WsW48s>483瓦材屋面的木屋盖和轻钢屛盖s<1616WsW36s>36注：1表中s为房屋横墙间距，其长度单位为m；2当屋盖、楼盖类别不同或横墙间距不同时，可按第4.2.7条的规定确定房屋的静力计算方案;3对无山墙或伸缩缝处无横墙的房屋，应按弹性方案考虑。《砌规》表5.1.3受压构件的计算高度Ho房屋类别柱带壁柱墙或

8、周边拉结的墙排架方向垂直排架方向s>2112H$s>HsWH有吊车的单层房屋变截面柱上段弹性方案2.5Hu1.25Hu2.51Iu刚性、刚弹性方案2.OHu1.25Hu2.01Iu变截面柱下段1.0H10.