IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 05 Issue: 03 | Mar-2016, Available @ http://www.ijret.org 415 DESIGN OF MULTI STOREY BUILDING RESTING ON SINGLE COLUMN Madireddy Satyanarayana Assistant Proffesor, Department of Civil Engineering, Lakireddy Balireddy College of Engineering satyalbrce.ac.in@gmail.com Abstract The aim of the project is to analyze and design of multi-storey building resting on the single column by using different code provisions. A lay out plan of the proposed building is drawn by using AUTO CADD 2010.The structure consist of ground floor plus five floors, each floor having the one house .Staircase must be provides separately. The planning is done as per Indian standard code provisions. The building frames are analyzed using the various text books. Using this so many standard books analysis of bending moment, shear force, deflection, end moments and foundation reactions are calculated. Detailed structural drawings for critical and typical R.C.C. members are also drawn. Co-ordinates for all structural members are tabulated for ready reference. Keywords: Multi Story Building, Single Column, Staircase. ---------------------------------------------------------------------***--------------------------------------------------------------------- 1. INTRODUCTION The purpose for taking in this project is to design a whole building rest on single column [1,2,3,5,6,7,9] . And how the different components are designed are given below in detailed.  Design of the Foundation: The type of foundation suitable for this multi- storey building is adopted based on the SBC [20,21] value assumed. And it is designed by using standards of Indian codes and other [17,18,22,21] .  Design of the Column [8] : One of the important task in this is design of Column because only mono column is assumed. The Column is designed by taking required dimensions according to [7,9,10,23,25] .  Design of Beam: The desired specifications of the beams are assumed according to Code Provisions [3,6,7] . And the checks are made according to that.  Design of the Slab: The required slab is assumed and it is designed with required specifications [15,16,18,19]. The walls are construct in English bond .The specifications [ are lintel for various works .The limit state of design is adopted for designing all the RCC members. There no existing structure practically but the design is comparing between various papers as references. 2. METHODOLOGY The method we are design the entire structure is limit state method [3] LIMITE STATE OF DESIGN: Limit state method of design in a factor improvement of ultimate load design.In the limit state method, a structure is designed to withstand all loads likely to act on in the duration of its life span also to satisfy the serviceability requirements likedeflection, limitation and crack width. Table-1 Code book provisions S. no Type of the structural member Specifications of member Design provisions used 1. Foundation (Isolated square footing) 9mx12m IS:456- 2000 2. Column (SHORT , COMPRESSION MEMBER) 2mx2m IS:456- 2000 3. Beam(Fixed beams) 450mmx675mm IS:456- 2000 4. Slab(Two way slab) Thickness=150mm IS:456- 2000 5. Stair case(straight flight stair case) Tread (T)= 250mm Riser(R)= 150mm IS: 456- 1978 Hence thus using the above codes the method which is required for the design of this Multi-Storey Building is adopted. 2. GEOMETRY OF THE STRUTURE A multi-storey building resting on the single column [1,2] is planned for the analysis and design its plans is shown in figure 1(a) and 1(b)