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Frame is rigidly fixed at column base and rafters are assumed to be same length and to have same moments of inertia; stiffness ratios assumed to be unity; methods of calculation.
Frame is rigidly fixed at column base and rafters are assumed to be same length and to have same moments of inertia; stiffness ratios assumed to be unity; methods of calculation.
Analysis of single-bay gable frames
Concrete Constr Eng
Morgan, V.A. (author)
1955
11 pages
Article (Journal)
English
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