TY - JOUR
T1 - STRENGTH OF BIAXIALLY LOADED RECTANGULAR HOLLOW STRUCTURAL SECTION BEAM COLUMNS.
AU - Pillai, S. Unnikrishna
PY - 1979
Y1 - 1979
N2 - Equations are derived for determination of the strength of rectangular beam columns subjected to uniaxial bending. For biaxial bending, an improved exponential interaction equation is given. The correct exponent is worked out and the proposed equations are shown to be very close and only slightly conservative approximations of the theoretical limiting strength of sections. The proposed equations are applicable for compact square and rectangular hollow structural section beam columns.
AB - Equations are derived for determination of the strength of rectangular beam columns subjected to uniaxial bending. For biaxial bending, an improved exponential interaction equation is given. The correct exponent is worked out and the proposed equations are shown to be very close and only slightly conservative approximations of the theoretical limiting strength of sections. The proposed equations are applicable for compact square and rectangular hollow structural section beam columns.
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M3 - Article
AN - SCOPUS:85040155348
JO - Royal Military College of Canada, Civil Engineering Research Report
JF - Royal Military College of Canada, Civil Engineering Research Report
IS - 79-2
ER -