Minimum-Weight Design of a Portal Frame

by William Prager,

Serial Information: Transactions of the American Society of Civil Engineers, 1958, Vol. 123, Issue 1, Pg. 66-74

Document Type: Journal Paper

Discussion: Ketter Robert L. (See full record)
Closure: (See full record)


Design of frames under assumption that unit weight of structural member is proportional to α-th power of its fully plastic moment, positive exponent α being smaller than unity; for α = 2/3, chart is developed that gives minimum weight design for various geometries and loading conditions of portal frame.

Subject Headings: Minimum weight design | Frames | Plastic design | Load factors | Plastics | Geometrics | Moment (mechanics)

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