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A platform for research: civil engineering, architecture and urbanism
General structural action of prismatic folded-plate roofs of simple span is considered without derivations or formulas; numerical example of 2-unit folded plate roof on simple span of 56 ft is analyzed for combined dead and live load by approximate methods; results are obtained in form of transverse moments in slab, longitudinal flexural stresses and principal tensile stresses in plates, and shearing forces between plates and their end supports.
General structural action of prismatic folded-plate roofs of simple span is considered without derivations or formulas; numerical example of 2-unit folded plate roof on simple span of 56 ft is analyzed for combined dead and live load by approximate methods; results are obtained in form of transverse moments in slab, longitudinal flexural stresses and principal tensile stresses in plates, and shearing forces between plates and their end supports.
Prismatic folded plates
Am Concrete Inst -- J
Brielmaier, A.A. (author)
1962
20 pages
Article (Journal)
English
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