This paper is published in Volume-3, Issue-4, 2017
Area
Comparative Earthquake Analysis
Author
Arvind Kumar Gupta
Co-authors
Mirza Aamir Baig
Org/Univ
Al-Falah University Dhauj Faridabad, Haryana, India
Pub. Date
28 July, 2017
Paper ID
V3I4-1233
Publisher
Keywords
STAAD Pro, Seismic Zone, Limit State Method, IS 1893-2005.

Citationsacebook

IEEE
Arvind Kumar Gupta, Mirza Aamir Baig. Comparison and Analysis of Multistoried R.C.C Building in Different Seismic Zones, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Arvind Kumar Gupta, Mirza Aamir Baig (2017). Comparison and Analysis of Multistoried R.C.C Building in Different Seismic Zones. International Journal of Advance Research, Ideas and Innovations in Technology, 3(4) www.IJARIIT.com.

MLA
Arvind Kumar Gupta, Mirza Aamir Baig. "Comparison and Analysis of Multistoried R.C.C Building in Different Seismic Zones." International Journal of Advance Research, Ideas and Innovations in Technology 3.4 (2017). www.IJARIIT.com.

Abstract

The principle objective of this project is to analyses and design a multistoried building [G + 21 (3 dimensional frame)] using STAAD Pro. And comparing the results on basis of 1. Economic 2. Difference in material requirement 3. Degree of stability under different seismic zones 4. Level of supervision of construction 5. Requirement of special tool and equipment Therefore the four requirements named as 1. Utility 2. Safety 3. economical 4. elegance Must be fulfilled for a structural design to be satisfactory. This project presents a comparative study on design a multistoried RCC building in different seismic zones in India by limit state method. The design involves load calculations manually and analysing the whole structure by STAAD Pro.Based on Limit State Design conforming to Indian Standard Code of Practice IS: 456, IS: 1893, IS: 13920, IS: 875.The structure was subjected to self-weight, dead load, live load, wind load and seismic loads. Under the load case details of STAAD.Pro. The wind load values were generated by software considering the given wind intensities at different heights and strictly abiding by the specifications of IS 875. Seismic load calculations were done following IS 1893-2005. The materials were specified and cross-sections of the beam and column members were assigned. The supports at the base of the structure were also specified as fixed. The codes of practice to be followed were also specified for design purpose with other important details. After completion of the design, we can work on the structure and study the bending moment and shear force values with the generated diagrams. We may also check the deflection of various members under the given loading combinations. The design of the building is dependent upon the minimum requirements as prescribed in the Indian Standard Codes. The minimum requirements pertaining to the structural safety of buildings are being covered by way of laying down minimum design loads which have to be assumed for dead loads, imposed loads, and other external loads, the structure would be required to bear. Strict conformity to loading standards recommended in this code, it is hoped, will ensure the structural safety of the buildings which are being designed. Structure and structural elements were normally designed by Limit State Method.
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