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International Journal of Applied Research
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ISSN Print: 2394-7500, ISSN Online: 2394-5869, CODEN: IJARPF

IMPACT FACTOR (RJIF): 8.4

Vol. 1, Issue 6, Part A (2015)

Comparison between RCC and steel structure with wind and earthquake effect using Staad pro

Comparison between RCC and steel structure with wind and earthquake effect using Staad pro

Author(s)
Bimala Pillai, Priyabrata Guha
Abstract
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.
Pages: 28-33  |  1280 Views  124 Downloads
How to cite this article:
Bimala Pillai, Priyabrata Guha. Comparison between RCC and steel structure with wind and earthquake effect using Staad pro. Int J Appl Res 2015;1(6):28-33.
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