A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Static behavior of continuous composite beams
Results of ultimate strength tests of four continuous composite steel-concrete beams are presented; each beam has two equal spans of 25 ft and consists of 60 in. wide by 6 in. reinforced concrete slab connected to 21WF62 A36 steel beam with 3/4 in. diam by 4 in. high headed steel stud shear connectors; plastic analysis and ultimate strength theory can be used for design of continuous composite beams; tensile strength of longitudinal reinforcement in slab can be used in design; local flange and web buckling near interior supports of continuous composite beams limits ultimate load capacity of member.
Static behavior of continuous composite beams
Results of ultimate strength tests of four continuous composite steel-concrete beams are presented; each beam has two equal spans of 25 ft and consists of 60 in. wide by 6 in. reinforced concrete slab connected to 21WF62 A36 steel beam with 3/4 in. diam by 4 in. high headed steel stud shear connectors; plastic analysis and ultimate strength theory can be used for design of continuous composite beams; tensile strength of longitudinal reinforcement in slab can be used in design; local flange and web buckling near interior supports of continuous composite beams limits ultimate load capacity of member.
Static behavior of continuous composite beams
Lehigh Univ -- Dept Civ Eng -- Fritz Eng Laboratory Report
Daniels, J.H. (author) / Fisher, J.W. (author)
1967
79 pages
Report
English
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