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BEAM-COLUMNS - UERJ

BEAM-COLUMNS - UERJ

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2.1.1 Bending and axial force for class 1 and 2 cross-sections. If full plasticity is allowed to occur, then the failure condition will be as shown in figure 2 and the combination of axial load and moment giving this condition will be: ... Rectangular hollow section A ht n

  Section, Hollow, Rectangular, Rectangular hollow

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