Beams Deflection in Bridges Designed for Continuityby 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 | Displacement (mechanics) | Bridge components | Beams | Continuous beams | Inertia | Continuous bridges | Moment (mechanics) | Elastic analysis | Elasticity
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