Published Paper Details:

: The objective is to study the deflection of curved deck slab subjected to uniformly distributed load and concentrated loads. This study was done with the help of Experimental work and Finite Element Analysis computer programmed. A comparative analysis to torsional moment was done with the done with the Witecki expression for tensional moment and with Finite element Analysis. The stability analysis was done with the help of computer programmed. When the deck slab is curved there is problem stability and torsional is of paramount importance. And first designing of curved deck was done then the physical model was casted .The suitable support frame arrangement was made to keep specimens stable. Loading taken was scaled class tracked vehicle loading and Uniformly Distributed Loading. The specimen was tested for deflections in laboratory .And a similarity was tried to make between crack pattern and values obtained of Maximum Stress. Then result is compared to the Finite Computer Programmed of deflection. And Longitudinal Bending Moment and torsional moments were also compared with A.A.Witecki method of calculating moments. There was also a check performed for stability with the help of computer programmed.