Strength Of Very Slender Beams

by Ernest F. Masur,

Serial Information: Transactions of the American Society of Civil Engineers, 1959, Vol. 124, Issue 1, Pg. 63-88

Document Type: Journal Paper


Response to lateral loads and twisting couples is affected by presence of bending moments in plane of major stiffness; resulting nonlinear theory discussed; inclusion of nonlinear terms in strain displacement relations corresponds generally to stiffening of structure as compared with familiar linear theory; theory presented is corroborated experimentally with fair degree of accuracy.

Subject Headings: Structural strength | Beams | Lateral loads | Stiffening | Nonlinear analysis | Load factors | Bending (structural) | Moment (mechanics)

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