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Design procedure for bracing system in which all members in frame lie in single plane and all loads are applied in same plane; lateral bracing with simple connections are provided to prevent out-of-plane deformations; lateral and vertical deflections are confined in plane of frame; fully welded rigid connections are used throughout frame; dead and live floor loads are considered as uniformly distributed loads, and wind loads or other types of lateral loads are assumed to act as concentrated loads at floor levels; estimation of sway deflections; method is applied to design of three-story two-bay, ten-story three-bay, and twenty-four story three-bay frame.
Design procedure for bracing system in which all members in frame lie in single plane and all loads are applied in same plane; lateral bracing with simple connections are provided to prevent out-of-plane deformations; lateral and vertical deflections are confined in plane of frame; fully welded rigid connections are used throughout frame; dead and live floor loads are considered as uniformly distributed loads, and wind loads or other types of lateral loads are assumed to act as concentrated loads at floor levels; estimation of sway deflections; method is applied to design of three-story two-bay, ten-story three-bay, and twenty-four story three-bay frame.
Design of braced multi-story frames by plastic method
Am Inst Steel Construction -- Eng J
Lu, L.W. (author)
1967
9 pages
Article (Journal)
English
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