D.R. Deshmukh .et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -1) July 2016, pp.17-19 www.ijera.com 17 | Page Analysis and Design of G+19 Storied Building Using Staad-Pro D.R. Deshmukh 1 , A.K. Yadav 1 , S. N Supekar 1 , A. B. Thakur 1 , H. P Sonawane 1 , I. M. Jain 2 1 (Students, Department of Civil Engineering, Sinhgad Institute of Technology and science, SPPU, Pune-41) 2 (Assistant Professor, Department of Civil Engineering, Sinhgad Institute of Technology and Science, SPPU, Pune-41, ABSTRACT High-rise structures need much time for its time consuming and cumbersome calculations using conventional manual methods. STAAD-Pro provides us a fast, efficient, easy to use and accurate platform for analyzing and designing structures. The principle objective of this project is to analysis and design a multi-storied building G+19 (3 dimensional frame) using STAAD Pro software. The design involves analyzing the whole structure by STAAD Pro. The design methods used in STAAD-Pro analysis are Limit State Design conforming to Indian Standard Code of Practice. We conclude that STAAD-PRO is a very powerful tool which can save much time and is very accurate in designs. In this project, G+19 storied building is considered and applied various loads like wind laod, static laod ,earthquake load and results are studied and compared by manual calculations. Keywords: high rise building, seismic load, STAAD pro I. INTRODUCTION Nowadays, Construction of high rise building is a basic need because of scarcity of land. Conventional method of manual design of high rise building is time consuming as well as possibility of human errors. So it is necessary to use some computer based software which gives more accurate results and reduce the time. STAAD-PRO is the structural software is nowadays accepted by structural engineers which can solve typical problem like static analysis, wind analysis, seismic analysis using various load combination to confirms various codes such as IS 456:2000, 1893:2002, IS 875:1987 etc. II. OBJECTIVE Following specific objectives has been made for the present study-  To develop, design and analysis model of the High rise structure in STAAD-Pro.  Study of seismic and wind load applied to the structure as per IS 875 and IS 1893.  Comparison of results of earthquake load applied on the structure by STAAD-Pro and manual calculations both by seismic coefficient method.  To verify deflection obtained by STAAD-Pro with IS codal Limit.. III. METHODOLOGY A Model of G+19 storeyed is developed, analysis and design using STAAD-Pro software. Building plan size is 33.6m × 18.8m. The building is situated in Pune in earthquake zone ǀǀǀ. eismic zone coefficient is taken as 0.06 as per IS code. Following specifications are given to the structure: Column 0.30 m × 0.60 m Beam 0.45 m × 0.45 m Slabs 0.15m thick Parapet Wall 0.1 m Live load 2kN/m 2 Floor Finish 1kN/m 2 Grade of concrete M30 Grade of steel Fe 415 These values are provided as a input to the staadpro software for drawing, analysis and designing purposes. Supports: The base supports of the structure is assigned as fixed.. Loading: The loadings were calculated partially manually and rest was generated using STAAD.Pro load generator. The loading cases were categorized as :-  Dead load  Live load  Wind load  Seismic load Self-weight The self weight of the structure can be generated by STAAD.Pro itself with the self weight command in the load case column. RESEARCH ARTICLE OPEN ACCESS