Abstract
An experimental investigation to study composite beams with rectangular web openings is presented. Six composite beams and one steel beam were tested. Opening sizes were fixed, with depths equal to 60 percent of the steel beam depth and lengths equal to twice the opening depth. Concrete slab dimensions were held constant. Opening locations were varied to investigate moment-shear ratios ranging from 0. 9 to 10 m.
Cite
CITATION STYLE
APA
Clawson, W. C., & Darwin, D. (1982). TESTS OF COMPOSITE BEAMS WITH WEB OPENINGS. ASCE J Struct Div, 108(ST1), 145–162. https://doi.org/10.30684/etj.29.10.17
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