Research Article
Jan 1960
Orthogonal Gridworks Loaded Normally to Their Planes
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VIEW THE REPLYAuthors: Ignacio Martin, AM.ASCE, and José HernandezAuthor Affiliations
Publication: Journal of the Structural Division
Volume 86, Issue 1
Abstract
These gridworks are found in practice in bridge and roof structures; equations presented were derived to solve problem of prestressed concrete deck, 177 by 177 ft, with beams spaced 10.8 ft apart in each direction and supported by eight columns located in perimeter of deck; equations have been derived by slope-deflection-gyration method, where torsional stiffness as well as flexure stiffness of gridwork bars are taken into account.
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Published In
Journal of the Structural Division
Volume 86 • Issue 1 • January 1960
Pages: 1 - 12
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Jan 1960
Published online: Feb 1, 2021
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Ignacio Martin, AM.ASCE
Partner, Sáenz-Cancio-Martin-Gutiérrez, Ingenieros-Arquitectos, Havana, Cuba
José Hernandez
Structural Assistant, Sáenz-Cancio-Martin-Gutiérrez, Ingenieros-Arquitectos, Havana, Cuba
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.