Beschreibung
A parametric study of Simply Supported 2-Lane Reinfroced Concrete T-Beam Bridges has been performed in STAAD PRO. The parameters varied were span and skew angle. The effect of same was observed on Maximum Live Load Bending Moment, Maximum Live Load Shear Force and Maximum Live Load Reaction at critical locations in terms of Moment Distribution Factor (MDF), Shear Coefficients and Reaction Coefficients. Live Load Class 70 R Tracked, Class 70 R Wheeled and Class A are applied as per IRC 6:2000 guidelines. The spans used were 12 m, 15 m, 18 m and 21 m. The skew angles were taken at an interval of 10 degree starting from 0 degree up to a maximum of 40 degrees. Bridges with skew angle more than 40 degree are rare. Design tables are provided at the end along with case studies for quick understanding and estimation of design values.
Autorenporträt
Kamlesh Parihar is an B.E. in Civil Engineering from MBM Engineering College, Jodhpur, Rajasthan (India). His Post Graduation is from IIT Roorkee in Structural Engineering. He is an active Researcher, Lecturer and Designer. His field of research is Earthquake Engineering and he is currently working as Associate Prof. in JIET, Engineering College.
Herstellerkennzeichnung:
OmniScriptum SRL
Str. Armeneasca 28/1, office 1
2012 Chisinau
MD
E-Mail: info@omniscriptum.com
