Concrete T-Beams Subject to Combined Loading,
ROYAL MILITARY COLL OF CANADA KINGSTON (ONTARIO) DEPT OF CIVIL ENGINEERING
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In a previous investigation it was shown that the ACI Code method underestimates the ultimate capacity of symmetrically reinforced T-beams subjected to combined torsion, bending, and shear by approximately 19 and a more accurate ultimate strength method was presented. This investigation is an extension of the research reported previously and deals with the cracking and ultimate capacities of symmetrically and unsymmetrically reinforced T-beams.
- Structural Engineering and Building Technology