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: 488)