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Plastic analysis and design of three-story steel frame for office building located in Mexico City; two types of design loads were considered -- vertical live and dead loads classified as " permanent loads" and horizontal earthquake loads, classified as "accidental loads"; plastic design method was used for analysis of vertical loading and method of plastic distribution of moments was used for seismic analysis, with certain modifications for adaptation to particular problem under study; A36 steel was assumed for hot rolled beams and A7 steel was assumed as basis of design for members fabricated from steel plates.
Plastic analysis and design of three-story steel frame for office building located in Mexico City; two types of design loads were considered -- vertical live and dead loads classified as " permanent loads" and horizontal earthquake loads, classified as "accidental loads"; plastic design method was used for analysis of vertical loading and method of plastic distribution of moments was used for seismic analysis, with certain modifications for adaptation to particular problem under study; A36 steel was assumed for hot rolled beams and A7 steel was assumed as basis of design for members fabricated from steel plates.
Plastic design of three-story steel frame
Am Inst Steel Construction -- Eng J
DeBuen, O. (author)
1965
5 pages
Article (Journal)
English
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