Design of G+7 hostel building subjected to dynamic (seismic and wind) loadin

Abstract

Structural engineer face the challenge of obtaining the most efficient and economical design with a precise solution, while ensuring that the final design of a building can be maintained for its intended function throughout its duration. Nowadays, structural needs for high rise buildings are changing and expansion of planning flexibility is becoming significant. In the present work, study of hostel building for G+7 storey structure is been carried out. Apart from Dead load & Live load, structures are subjected to two types of dynamic loads i.e. wind & seismic. Mainly in order to design a structure for nashik district we ought to know its wind velocity & its zonal location, nashik is a district for which wind velocity is 39 m/s and it lies in Zone III. Hence to achieve maximum strength with optimum
material utilization analysis of structure plays a vital role. The main focus of the project is over the generation of stress developed in member subjected to loading condition in software’s mainly STAAD. The result of optimum condition is considered for design. Also the parameters for the variation are set up with a proper explanatory term. Help of Some Indian standard codes and their provision is taken in account so as to achieve required results, the most important parameter used is revised code for wind analysis which is IS 875 part 3 2015. Few assumption are been considered and later are been replaced by actual required need.