Research Article
Apr 1959

Matric Analysis of Statically Indeterminate Trusses

Publication: Journal of the Structural Division
Volume 85, Issue 4

Abstract

Equations are more conveniently derived when only internal forces are used as redundants; input data for digital computer may be quickly assembled by noting flexibility of each member, shape of truss, and given values of joint forces, support settlements, and small initial changes in length of members; output will be values of internal forces in all members and of all reactions.

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Journal of the Structural Division
Volume 85Issue 4April 1959
Pages: 23 - 36

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Published in print: Apr 1959
Published online: Feb 1, 2021

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Chu-Kia Wang, M.ASCE
Prof. of Architectural Eng., Univ. of Illinois, Urbana, Ill.

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