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Parametric Study of the Behaviour of Reinforced Concrete Spandrel –Floor Beams

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Figure

Fig.1 Examples of torsion in reinforced concrete frame; (a) equilibrium torsion  (b) compatibility torsion
Table (1): Elements Type Used To Simulate The F.E. Models
Fig. (2) Typical section of spandrel-floor beam
Table (3): Analytical Results of Spandrel-Floor Beams With Lf/Ls Ratios=0.75, 1.0, 1.5, 2.0, 2.5
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