Capacities of Rectangular Section by Working Stress Design
R. H. Olson and 0. J. Stepanek
Appears on pages(s):
beam, design, rectangular beam, working stress
Presents tables to aid in the design of beams with and without compressive reinforcement. Tables give resisting moments for rectangular sections 12 in. wide, resisting moments for 1 sq in. of compressive reinforcement, and shear capacities for effective depth of 2 to 64 in., concrete compressive strengths of 3000, 4000, and 5000 psi and distances from the extreme compression fiber of 2 and 2-l /2 in. Examples are given to illustrate the use of the tables. The procedure can be applied to the design of T-sections under certain conditions.