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Effects of end condition of hollow core slabs on longitudinal shear capacity of composite beamsNip, T.F., Lam, Dennis January 2001 (has links)
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Longitudinal Shear Capacity of the Slabs of Composite BeamsEl-Ghazzi, Mohammed Nael 11 1900 (has links)
No abstract is provided. / Thesis / Master of Engineering (MEngr) / Scope and contents: In this report, a method for calculating the longitudinal shear capacity of the slab of simply-supported steel-concrete composite beams is presented. The method is based on analysing the stresses at failure of the concrete elements located at the slab shear surface. In this analysis, the slab width and the shear span are found to be two main parameters that have been neglected in the empirical solutions previously adopted.
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