Concrete T-Beams Subject to Combined Loading

by Thomas G. Barton, Former Asst. Prof.; Dept. of Civ. Engrg., Royal Military Coll. of Canada, Kingston, ON, Canada,
D. Wayne Kirk, Assoc. Prof.; Dept. of Civ. Engrg., Royal Military Coll. of Canada, Kingston, ON, Canada,


Serial Information: Journal of the Structural Division, 1973, Vol. 99, Issue 4, Pg. 687-700


Document Type: Journal Paper

Discussion: Kar Anil K. (See full record)
Discussion: Chakraborty Madhusudan (See full record)
Closure: (See full record)

Abstract: The experimental results for 16 reinforced concrete T-beam sections subjected to combined bending, torsion, and shear are presented. Theoretical methods are derived to predict the cracking and ultimate capacities of reinforced concrete T-beams containing symmetrically and unsymmetrically placed longitudinal steel with stirrups and subject to combined loading.

Subject Headings: Reinforced concrete | Beams | Load factors | Bending (structural) | Torsion | Cracking | Load bearing capacity | Symmetry

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