Research Article
Jan 1947
Design of Plywood I-Beams
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 112, Issue 1
Abstract
The general formulas and methods presented herein are applicable to I-sections and box sections of various dimensions, but the M/f-values and W-values presented in Figs. 2(a) and 2(b) are based on a flange width of five times the web thickness and a flange depth of ten times the web thickness for 1-beams. Eq. 12, which is also based on these ratios, is not applicable for other values; but, by substituting any other ratios in Eqs. 10a, 10b, and 11, a similar expression may be derived.
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Published In
Transactions of the American Society of Civil Engineers
Volume 112 • Issue 1 • January 1947
Pages: 955 - 964
Copyright
© 1947 American Society of Civil Engineers.
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Published in print: Jan 1947
Published online: Feb 10, 2021
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Authors
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Howard J. Hansen, AM.ASCE
Associate Prof., Civ. Eng., Agri. and Mech. College, College Station, Tex.
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