A. Only on the ultimate stress of the material B. Only on the yield stress of the material C. Only on the geometry of the section D. Both on the yield stress and ultimate stress of material
A. Equilibrium and mechanism conditions B. Equilibrium and plastic moment conditions C. Mechanism and plastic moment conditions D. Equilibrium condition only
A. (i) dead load 1.7 B. (ii) dead load + imposed load 1.7 C. (iii) dead load + load due to wind or 1.3 seismic forces D. (iv) dead load + imposed load + load 1.7
A. Equal angles back to back B. Unqual legged angles with long legs back to back C. Unequal legged angles with short legs back to back D. Both (b) or (c)
