WIND AND EARTHQUAKE EFFECT ON R.C.C & STEEL STRUCTURE

The principle objective of this project is to comparison between RCC and Steel Structure and design a multi-storeyed building using STAAD Pro. The design involves load calculations and analyzing the whole structure by STAAD Pro. The design methods used in STAAD Pro analysis are Limit State Design conforming to Indian Standard Code of Practice. The Thesis involves Staad Modeling, Analysis the members due to the effect of Wind & Seismic load & Compare them for a 35 meter height Building with Concrete & Steel construction. The proposal structure is a 10 storied building with 3.50 m as the height of each floor. The overall plan dimension of the building is 30.0 m x 20.0m.