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Title: Effect of skew angle on structural behavior of RC ribbed skew slab
Authors: M. S. Hora
Journal: ARPN Journal of Engineering and Applied Sciences
Publisher: Khyber Medical College, Peshawar
Country: Pakistan
Year: 2018
Volume: 13
Issue: 3
Language: English
The present research deals with parametric study of RC un-stiffened and ribbed skew slabs (stiffened by rib beams) with skew angles ranging from 20° to 50° in interval of 5°. The analyses are carried out for un-stiffened and ribbed skew slabs having two short edges simply supported and two long edges free. Total 14 cases are analyzed for un-stiffened and ribbed skew slabs by creating models in ANSYS software. The comparison of results is made with respect to displacements, bending moments, twisting moments, von-Mises stress, bending stresses and shear stresses.
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