• Venkateswaran S
• Jothivel S

Chennai is a business city which gives opportunity for pedestrian by using a way of platform, roadways. The development of population, we need to construct a Cable Bridge Structure, which can full fill the requirements of crossing roads and also restrict accidents etc. The project work deals with the Design of a Cable Strain Pedestrian Bridge. It is a typical reinforced framed structure. In this ground axis are by using roadways. The floor way consists of pedestrian. This structure is designed by limit state method for main girder and cross girder frame, slab, beam and column also. All the designs are in accordance with IS: 456-2000 & IS: 800-2007, Design aids (sp-16) is used for the design. The concrete mix used for slabs, beams, columns, footing and various other structural members are of M20 grade of concrete and Fe415 grade steel. The typical span length of cable stayed bridges range from 34.87m. The longest cable stayed bridge in the world is presently the cable bridge with a main span of 30m. Total area of the bridge structure is 179.01 sq.m.

Cable, Slab, Beam, Staircase, Girders and Footing.

"Design of Cable Stayed Pedestrian Bridge", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 3, page no.2911-2918, March-2021, Available :http://www.jetir.org/papers/JETIR2103372.pdf

"Design of Cable Stayed Pedestrian Bridge", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 3, page no. pp2911-2918, March-2021, Available at : http://www.jetir.org/papers/JETIR2103372.pdf