P(N) M INTERACTION CURVE DIAGRAM

info:

ABSTRACT

The limit state design procedure of reinforced concrete elements has undergone major revision by most of the

international codes in recent times in accordance to the performance based engineering approach. A thorough

understanding of axial force-bending moment (P-M) yield interaction of RC elements is necessary to perform a

satisfactory design catering to displacement demands particularly when the structure is subjected to seismic loads.

WARNING:

THIS SPREADSHEET FOR REINFORCED CONCRETE SECTION

YOU MUSTN'T USING FOR STEEL SECTION

Regards

urbana

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INTERACTION CURVES.xls (Size: 23 KB / Downloads: 486)