A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Composite beam incorporating cellular steel decking
Results of test on composite steel and concrete beam are reported; good agreement between measured and computed values of strain and deflection is indicated prior to first yielding; load-slip characteristic for end connections was determined from beam test results; elastic theory prediction of major breakdown of interaction under load-points of beam with symmetrical two point load system was confirmed in test when extreme fiber strains in steel and concrete at load points exceeded those at mid-span in elastic range; it is shown how efficiency factors for flexural stress and deflection can be derived. (27151)
Composite beam incorporating cellular steel decking
Results of test on composite steel and concrete beam are reported; good agreement between measured and computed values of strain and deflection is indicated prior to first yielding; load-slip characteristic for end connections was determined from beam test results; elastic theory prediction of major breakdown of interaction under load-points of beam with symmetrical two point load system was confirmed in test when extreme fiber strains in steel and concrete at load points exceeded those at mid-span in elastic range; it is shown how efficiency factors for flexural stress and deflection can be derived. (27151)
Composite beam incorporating cellular steel decking
ASCE, J Struct Div
Robinson, H. (author)
1969
26 pages
Article (Journal)
English
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