Abstract
A comparison of wind loads to make a G+11 building in staad and design the building against wind load is presented in this paper. The importance of this study is to calculate the wind load for a structure by the two different wind loading code and compare them for better analysis. In the present scenario high rise structures have advantages in the populous area and to make more space to live and provide better accommodation in the highly populated area around the world. To make the building cost-effective and proper design should have to do for more area for living purpose and reduce the cost of structure and safety of structure should be considered in this design. In recent times, there had been so many catastrophic damages caused by high wind speed in the coastal regions of India which prove that many buildings that are currently in use are not fully wind resistant. In this paper, we have calculated the wind load using the static method by the old code [IS: 875 – (Part 3) – 1987] and as per the new code [IS: 875 – (Part 3) – 2015] for zone 4 with terrain category 3 and the building is analyzed using STAAD PRO Software. The aim of this paper is comparing the deflection and storey shear on the G+11 building by the previous and new IS 875 code.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More From: IOP Conference Series: Earth and Environmental Science
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.