Authors :
A. Kandgire, Dr. P. Durge, S.Gawade.
Volume/Issue :
Volume 4 - 2019, Issue 2 - February
Google Scholar :
https://goo.gl/DF9R4u
Scribd :
https://goo.gl/aZts9B
Thomson Reuters ResearcherID :
https://goo.gl/KTXLC3
Abstract :
The Steel-concrete composite construction has become increasingly popular because of its speed in construction and economy also. Research has been carried out on composite structures from last decade. Many researchers have carried out research on composite foot bridge for a span of 10m. The paper aims at analyzing a foot bridge of span 24m using STAAD. Pro for the various loads acting on the structure. It is found that reduced selfweight of composite elements has a knock-on effect by reducing the forces in those elements supporting them and the maximum deflection obtained is well within the limit.
The Steel-concrete composite construction has become increasingly popular because of its speed in construction and economy also. Research has been carried out on composite structures from last decade. Many researchers have carried out research on composite foot bridge for a span of 10m. The paper aims at analyzing a foot bridge of span 24m using STAAD. Pro for the various loads acting on the structure. It is found that reduced selfweight of composite elements has a knock-on effect by reducing the forces in those elements supporting them and the maximum deflection obtained is well within the limit.
