A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Both elastic-design criteria (allowable bending and shear stresses) and plastic-design criteria (allowable bending moments and shear forces) are presented for wide-flange beams with unreinforced holes of varying shapes and sizes, with emphasis on circular and rectangular holes not exceeding 0.6 times beam depth; design criteria are related to AISC specification; beam deflections and effects of hole reinforcement are not included; some tentative rules governing design for buckling problems, particularly severe for beams with holes and for beams with eecentric holes and adjacent holes, are also presented, although it is emphasized that additional research is needed in these areas.
Both elastic-design criteria (allowable bending and shear stresses) and plastic-design criteria (allowable bending moments and shear forces) are presented for wide-flange beams with unreinforced holes of varying shapes and sizes, with emphasis on circular and rectangular holes not exceeding 0.6 times beam depth; design criteria are related to AISC specification; beam deflections and effects of hole reinforcement are not included; some tentative rules governing design for buckling problems, particularly severe for beams with holes and for beams with eecentric holes and adjacent holes, are also presented, although it is emphasized that additional research is needed in these areas.
Design of beams with web openings
ASCE -- Proc (J Structural Div)
Bower, J.E. (author)
1968
25 pages
Article (Journal)
English
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