• Shruti Benichetage
• Dr. Santosh Patil

Now a day, Bracings in steel structure are commonly used because it can withstand lateral loads due to earthquake, wind as well as minimizes effect of temperature. It is one of the best methods for lateral load resisting systems. This system provided to minimize the lateral deflection of structure. In this thesis industrial shed is analysed for the rectangular plan of 48mx16 m by considering Zone-VI for soil type-Medium. The analyse were done by using the STAAD PRO software. In this Study models are compared for different types of bracing such as X, A, and diagonal bracing by placing in different locations like Outer Edge, Inner Edge and at centre in X and Z-directions for the bracing. Results are obtained by considering the parameters like storey displacement, storey deflection and storey shear.

STAAD PRO, Displacement Storey Shear, Diagonal Bracing.

"COMPARATIVE STUDY OF DIFFERENT BRACING PATTERN FOR INDUSTRIAL SHED STRUCTURE AT DIFFERENT LOCATION", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 5, page no.e708-e714, May-2021, Available :http://www.jetir.org/papers/JETIR2105629.pdf

"COMPARATIVE STUDY OF DIFFERENT BRACING PATTERN FOR INDUSTRIAL SHED STRUCTURE AT DIFFERENT LOCATION", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 5, page no. ppe708-e714, May-2021, Available at : http://www.jetir.org/papers/JETIR2105629.pdf