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DESIGN OF BEAM-COLUMNS-I - Steel ..." INSDAG
steel-insdag.orgDESIGN OF BEAM-COLUMNS-I 1.0 ()3 1.0 0.85 ≤ + ≤ p d p M M M M P P Although there is a small reduction in the bending moment at lower values of axial compression as seen in Fig. 3, in Eqn. 3 this has been disregarded.
DESIGN OF BEAM-COLUMNS-I
www.steel-insdag.orgDESIGN OF BEAM-COLUMNS-I 1.0 ()3 1.0 0.85 ≤ + ≤ p d p M M M M P P Although there is a small reduction in the bending moment at lower values of axial compression as seen in Fig. 3, in Eqn. 3 this has been disregarded.