Title:
Design Constants for Beams of Variable Section
Author(s):
Max W. Strauss
Publication:
Journal Proceedings
Volume:
52
Issue:
4
Appears on pages(s):
839-850
Keywords:
no keywords
DOI:
10.14359/11652
Date:
4/1/1956
Abstract:
An approximate method is developed for computing the fixed-end moments, carry-over factors, stiffness and ridgidity of members of variable sections. The method differs from the usual approach only in that it uses a tabular form for adding increments of the various functions instead of integrating the functions directly. Values of Sl and Sr for various loadings are tabulated.