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Analysis of statically indeterminate structures by the slope deflection method,

Author: Wilbur M Wilson; Frank Erwin Richart; Camillo Weiss
Publisher: Urbana, University of Illinois [1918]
Series: University of Illinois. Engineering Experiment Station. Bulletin, no. 108; University of Illinois bulletin, vol. XVI, no. 10
Edition/Format:   Print book : EnglishView all editions and formats
Database:WorldCat
Summary:
Frames made up of rectangular elements are usually statically indeterminate, i.e. the stresses in them can be found only by taking into account the relative stiffness and deformation of the various members. The common use of rectangular frames in engineering structures makes it highly desirable that the most convenient methods of analyzing their stresses should be developed. The stresses in a number of such  Read more...
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Details

Document Type: Book
All Authors / Contributors: Wilbur M Wilson; Frank Erwin Richart; Camillo Weiss
OCLC Number: 918762
Description: 1 preliminary leaf, 218 pages including tables (some folded) diagrams 23 cm.
Series Title: University of Illinois. Engineering Experiment Station. Bulletin, no. 108; University of Illinois bulletin, vol. XVI, no. 10
Responsibility: by W.M. Wilson, F.E. Richart, and Camillo Weiss.

Abstract:

Frames made up of rectangular elements are usually statically indeterminate, i.e. the stresses in them can be found only by taking into account the relative stiffness and deformation of the various members. The common use of rectangular frames in engineering structures makes it highly desirable that the most convenient methods of analyzing their stresses should be developed. The stresses in a number of such rectangular frames have been analyzed in this research, and this report describes the methods used and presents the formulas derived.

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