Research Article
Oct 1965
Design of Concrete Multibeam Bridge Decks
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VIEW THE REPLYAuthors: Anthony R. Cusens, M.ASCE, and Ricardo P. PamaAuthor Affiliations
Publication: Journal of the Structural Division
Volume 91, Issue 5
Abstract
A short folded plate is analyzed by considering it as a two-way slab supported at the joints on a deep beam system. Continuity of each structure is achieved by a separate Cross relaxation process for moments and for longitudinal stresses. All necessary data, such as fixed-end moments, deep beam stresses, slab stiffness, etc., are presented in tables. The rather small influence of deflections is dealt with by considering the deflections of the deep beam system as support settlements of the continuous two-way slab.
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Published In
Journal of the Structural Division
Volume 91 • Issue 5 • October 1965
Pages: 255 - 278
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Oct 1965
Published online: Feb 1, 2021
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Anthony R. Cusens, M.ASCE
Dir. of Research, SEATO Graduate Sch. of Engrg., Bangkok, Thailand
Ricardo P. Pama
Research Assoc., SEATO Graduate Sch. of Engrg., Bangkok, Thailand
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