Torque-Loaded Continuous Beams Of Profile Sectionby Donovan H. Young,
John F. Brahtz,
Serial Information: Transactions of the American Society of Civil Engineers, 1960, Vol. 125, Issue 1, Pg. 846-854
Document Type: Journal Paper
Torsion and bending effects on beam of thin profile section which is continuous over several supports and subjected to transverse loads not on shear center axis; expressions developed from which single recurrence type formula is derived; example of application of formula to two-span beam.
Subject Headings: Continuous beams | Beams | Transverse shear | Torsion | Load factors | Transverse loads | Bending (structural)
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