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Side load acting at eaves level on external column; solutions for moments and thrusts for single gable frames with columns of stiffness K1 and K2 given in previous article (see Engineering Index 1955 p 396, under Framed Structures), can be applied to double gable frames; examples.
Side load acting at eaves level on external column; solutions for moments and thrusts for single gable frames with columns of stiffness K1 and K2 given in previous article (see Engineering Index 1955 p 396, under Framed Structures), can be applied to double gable frames; examples.
Analysis of frames with two gables
Concrete Constructional Eng
Morgan, V.A. (author)
1956
8 pages
Article (Journal)
English
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