Publisher's Synopsis
Excerpt from Influence Diagrams: For the Determination of Maximum Moments in Trusses and Beams
An In?uence Line for the bending moments at the center of moments for any member of a truss on two sup ports for vertical loads can be constructed by a method which is perfectly general in its application. The truss may be of any Shape, and the loads may be applied to either the upper or lower-chord joints.
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