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箍筋抗剪力表,抗扭箍筋

梁的斜截面抗剪承载力公式 2023-05-27 14:31 169 墨鱼
梁的斜截面抗剪承载力公式

箍筋抗剪力表,抗扭箍筋

箍筋抗剪力表,抗扭箍筋

箍筋:钢筋用于满足斜截面的抗剪强度,连接受力的维护筋,并在受压区加固骨架。 架设钢筋:指为满足结构或施工要求而设置的定位钢筋。 加密马镫:Φ6@100mm支持1002.011.341.011501.340.890.672001.010.670.501003.142.091.571502.091.401.052001.571.050.791004.523.022.261503.022.011.512002

iAskLibrary提供Table32FrameColumnSearchStirrupCalculation高质量下载,可编辑替换。更多Table32FrameColumnSearchStirrup计算资料,来iAskLibrary下载! 2.510.0051.0548@1500.700.00597.5973.191122.242274.841544.405602.14-2.680.0061.0548@1500.700.006framecolumnshearstirrupcalculation0.2fyvactualreinforcement(ρ38@10038@10038@100

∩▂∩ StirrupformReinforcementlayerSeismicoverrunSplit-storystructure常用形式OverrunreviewGB50011-3.4.2IrregulartorsionJGJ99-3.2.2Irregularconcaveandconvex4.3.3Floor1.Table*Framecolumnshearstirrupcalculationcolumnnumberlevelvv0.2fccbh0n0.3fcah0=hn/2h0/kn/kn/kn/kn/knacolumn6164.15123.111778.21v481.451544.406653.165207.23155.421778.21v464.031544.406652。 634245

SelectionofshearstirrupswhendesigningwithSATWE表2SelectionofshearstirrupswhendesigningwithSATWEΦ4LimbΦLimbΦ4LimbΦ4LimbΦLimbΦ6@WhenSATWEisusedtodesigntheselectionofshearstirrupsΦ2limbΦlimbΦ4limbΦlimbΦ4limbΦlimbΦ4limbΦlimbΦ4肢Φ肢Φ6@1006@15

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