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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.
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.
Design of Plywood I-Beams
Hansen, Howard J. (author)
Transactions of the American Society of Civil Engineers ; 112 ; 955-964
2021-01-01
101947-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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