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BEAM-COLUMNS - UERJ

BEAM-COLUMNS - UERJ

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For cross-sections without bolt holes, the following approximations may be used for z axis moments: for >n a : .Nz Rd =M M. . pl z Rd ... • fy is the material yield stress, h is the overall depth of section and I is the second moment of area about the y axis.

  Bolt, Yield

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