A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear tests of reinforced concrete beams
Results of tests carried out in establishment of basis for design of concrete ships during World War; most of beams were I-shaped cross section; web thickness varying from 2 to 12 in., depth from 8 in. to 10 ft. and span from 9 ft. 6 in. to 20 ft.; tensile stress in web and shearing strength of beam were generally independent of compressive strength of concrete of beam and directly dependent upon amount of web reinforcement; shearing strengths found were generally much higher than obtained in previous investigations.
Shear tests of reinforced concrete beams
Results of tests carried out in establishment of basis for design of concrete ships during World War; most of beams were I-shaped cross section; web thickness varying from 2 to 12 in., depth from 8 in. to 10 ft. and span from 9 ft. 6 in. to 20 ft.; tensile stress in web and shearing strength of beam were generally independent of compressive strength of concrete of beam and directly dependent upon amount of web reinforcement; shearing strengths found were generally much higher than obtained in previous investigations.
Shear tests of reinforced concrete beams
US Bur Standards -- Technologic Papers
Slater, W.A. (author) / Lord, A.R. (author) / Zipprodt, R.R. (author)
1926
107 pages
79 Figs.
Article (Journal)
English
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