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Design of Slab of Residential Building for Wind Loading G+10 Storeys

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Document pages: 10 pages

Abstract: Wind loads are randomly applied dynamic loads. The intensity of the wind pressure on the surface of a structure depends on wind velocity, air density, orientation of the structure, area of contact surface, and shape of the structure. Because of the complexity involved in defining both the dynamic wind load and the behavior of an indeterminate steel structure when subjected to wind loads, the design criteria adopted by building codes and standards have been based on the application of an equivalent static wind pressure. In this project we are going design G+10 residential building (with parking) considering wind load in Ambikapur, Surguja by considering Wind load along with dead and live load in designing the high rise building because wind load exerts horizontal load on building. This load on the structure induces large dynamic motions, including oscillations. We have IS CODE-456:2000, IS CODE 875:1987 and Stadd Pro Software for the design.

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