A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Simple method requiring only use of slide rule is presented for calculating flexural moment as well as shearing and normal stresses in hyperstatic frame structures; method is based on assumption of existence of inflection points in center of frame members which makes system statically determinate and easily solvable; cases at staged portal with fixed uprights, and staged rectangular frame on hinge supports forming Vierendeel-type cantilever, both subjected to lateral force acting on upper cross bar, are solved.
Simple method requiring only use of slide rule is presented for calculating flexural moment as well as shearing and normal stresses in hyperstatic frame structures; method is based on assumption of existence of inflection points in center of frame members which makes system statically determinate and easily solvable; cases at staged portal with fixed uprights, and staged rectangular frame on hinge supports forming Vierendeel-type cantilever, both subjected to lateral force acting on upper cross bar, are solved.
Design of nonsymmetrically loaded frames
Calcul des cadres soumis a des charges non symetriques
Masse, R. (author)
Genie Civil ; 142
1965
5 pages
Article (Journal)
French
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