Analysis of Continuous Trusses by Carry-over Moments

by J.J. Tuma,

Serial Information: Journal of the Structural Division, 1959, Vol. 85, Issue 10, Pg. 27-54

Document Type: Journal Paper


Procedure for analysis of continuous trusses subjected to stationary or moving loads; depth of truss may be constant or variable; procedure is successive approximation which may be carried out to desired degree of accuracy; one starting value is computed at each support, and continuity is established by means of carryover factors only; numerical examples.

Subject Headings: Trusses | Load factors | Structural analysis | Moving loads | Approximation methods | Numerical analysis

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