RECTANGULAR (d/b = 0.5, E25 Chart No:1 Compressi c ck s b p p A Ratio Steel = λ concrete of Width concrete of Depth sec se R CONCRETE FILLED STEEL TUBE 50 GRADE STEEL (f y = 250MPa) & M25 GRADE CONC ion with Minor Axis Bending for Depth to Wi c y d p 5 . 1 & 1 . 1 ck ck y y f p f p = = t b b tion t d d tion c c 2 c 2 ec - = - = 1 E SECTION CRETE) idth Ratio of 0.5
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Axial Load & Moment Interaction Diagram for RCFT & SCFT
Axial Load & Moment Interaction Diagram for Rectangular & Square Concrete Filled Steel Tube section
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