• ISHWAR SINGH
• Chhabi Lal Singh

This study shew the analysis and design of Road Over Bridge (ROB) Box type major bridge using manual of arms coming and by computational approach of Auto-Cad, Staad-pro using IS.456-2000,IS.800-2007 codes. The structural elements of PCC Foundation, Bottom slab, Together Haunches left and right sight, walls of both sides and Top Slab were intentional to defy Ultimate Load criteria (Shear force & Max. Bending Moment due to assorted of Live load, Dead load, Dead load Surcharge, Live load surcharge and usability criteria and a relative study of the resultant role obtained from the above access a shot has been done to verify the rightness of the resultant role. Farther, it was also discovered that psychoanalysis using automatic calculation becomes very fast and practicable and but it is a noncomplicable structure, thus it is rather a plain task to perform depth psychology automatically, so use of computational method (Auto-cad, Staad-pro and Excel sheet) get the knowable pick for design. The resultant acquired using Moment Distribution method displays a good accord with the resultant from computational accesses.

ROB Bridge, Moment distribution Method, Railway Major Bridge, Auto-Cad, Staad-pro.

"Design And Construction of ROB-1FL Major Railway Bridge Dimension-1x9.0x7.558@Chanage -132+771", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 7, page no.g342-g353, July-2021, Available :http://www.jetir.org/papers/JETIR2107777.pdf

"Design And Construction of ROB-1FL Major Railway Bridge Dimension-1x9.0x7.558@Chanage -132+771", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 7, page no. ppg342-g353, July-2021, Available at : http://www.jetir.org/papers/JETIR2107777.pdf