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Analyses of continuous composite steel and concrete beams
Analysis restricted to symmetrical 2- and 3-span beams; it is shown that continuous composite beam is not as stiff as is indicated by approximate method involving assumption concerning respective role of stresses in steel and concrete, and that assumptions used for design of simply supported composite beams are not applicable to design of continuous composite beams. (Separate)
Analyses of continuous composite steel and concrete beams
Analysis restricted to symmetrical 2- and 3-span beams; it is shown that continuous composite beam is not as stiff as is indicated by approximate method involving assumption concerning respective role of stresses in steel and concrete, and that assumptions used for design of simply supported composite beams are not applicable to design of continuous composite beams. (Separate)
Analyses of continuous composite steel and concrete beams
Am Soc Civ Engrs -- Proc
Sherman, J. (author)
1953
21 pages
Article (Journal)
English
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