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Various approximate formulas are used in designing beams without lateral support. Such formulas are easily derived by considering the stability of the upper compressed flange of the beam and applying the column formula.
Various approximate formulas are used in designing beams without lateral support. Such formulas are easily derived by considering the stability of the upper compressed flange of the beam and applying the column formula.
Beams Without Lateral Support
Timoshenko, S. (author)
Transactions of the American Society of Civil Engineers ; 87 ; 1247-1262
2021-01-01
161924-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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