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17 BEAMS SUBJECTED TO TORSION AND BENDING -I
steel-insdag.orgBEAMS SUBJECTED TO BENDING AND TORSION-I ` () (1.c) 3 i J = ∑ b 3 1 i ti in which bi and ti are length and thickness respectively of any element of the section. bi t i Fig. 2. Thin walled open section made of rectangular elements In many cases, only uniform (or St. Venant's) torsion is applied to the section and the rate
BEAMS SUBJECTED TO TORSION AND BENDING - II
www.steel-insdag.orgBEAMS SUBJECTED TO TORSION & BENDING-II design using box sections, tubular (hollow) sections or lattice box girders which are fully triangulated on all faces.