To Study the Effects of Shear walls in Multistory Building by Using STAAD PRO

Authors

  • Shail Agrawal Research Scholar, department of Civil Engineering, Gyan ganga institute of technology and science jabalpur mp
  • Satyendra Dubey Assistant professor, department of Civil Engineering, Gyan ganga institute of technology and science jabalpur mp

Keywords:

structure, Staad.pro, dead load, live load

Abstract

Construction Structures or buildings are major implementation of civil engineering and architectural. In the present day several multi-storey buildings are made around the world and are used for commercial purposes such as corporate space, offices etc. However, the buildings have a specific life span depending upon the site of construction as well as material used in the complete structure. After a certain period of time the building is collapsed. The present research work aims at the collapse behaviour of a building. The complete process is carried out using analytical approach on Staad.Pro tool. A RCC structure is designed as per the IS codes. 4 storey building is considered in the study. Two different loads are applied mainly the dead load and the live load. Columns are designed for axial forces and biaxial moments per IS 456:2000. Columns are also designed for shear forces. Beams are designed for flexure, shear and torsion. For design to be performed as per IS: 13920 the width of the member is kept more than 200mm. The grade of concrete used is M20 and the reinforcement used as Fe415 Steel. Results are evaluated for displacement, shear, moment, and axial forces for all the directions of x, y and z directions. Results are also calibrated by removing specified beams and columns from the design model of the building to comprehend the collapsing behaviour. Results are compared at the final stage.

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Published

31-12-2020

How to Cite

Shail Agrawal, & Satyendra Dubey. (2020). To Study the Effects of Shear walls in Multistory Building by Using STAAD PRO. International Journal for Research Publication and Seminar, 11(4), 33–42. Retrieved from https://jrps.shodhsagar.com/index.php/j/article/view/1193

Issue

Vol. 11 No. 4 (2020): october-december

Section

Original Research Article

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