Beams Deflection in Bridges Designed for Continuity

by G. Villena,

Serial Information: Journal of the Structural Division, 1957, Vol. 83, Issue 3, Pg. 1-8

Document Type: Journal Paper


Formula for deflection at any point, for continuous beam bridges where beams are of constant moment of inertia and constant modulus of elasticity; application may also be made for variable moment of inertia; formula applies to any number of continuous spans.

Subject Headings: Bridge design | Beams | Displacement (mechanics) | Bridge components | Continuous bridges | Continuous beams | Moment (mechanics) | Inertia

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