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Design of a Three-Storeyed R.C. Frame Building

Bhargav Jyoti Das, Mintoo Kumar Das, Nayan Das, Suman Pran Sonowal, Jubaraj Baruah, Regulus Shallam, A.M. Choudhury

Abstract


In this project, we are going to plan, analyze and design a three storey multistoreyed building. The multi-purpose building includes a market place on the ground floor, a bank and post office on the first and a residential complex on the third. The site was identified and a suitable plan was prepared. All the necessary assumptions are made, and then the load calculation is done. The Frame is analyzed using Substitute Frame Method. A rigorous and in-depth analysis was carried out by moment distribution method to find the corresponding moments and shear forces in each member. For Earthquake Analysis, the method adopted here is the portal frame method. Finally, by checking all possible load combinations, we come to know the maximum factored loads in all members. Based on these factored loads, the design of various components such as slabs, beams, staircase etc. is done by Limit State Method of Design. For the Isolated Foundation, the method adopted is the Rigid Method. The detailing finally shows the schematic diagrams for the placement of reinforcement in the various components. IS Codes and Aids are used as per requirement.

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References


Indian Standard Code of Practice for Plain and Reinforced Concrete (Fourth revision) (IS: 456-2001). [2] Indian Standard Code of Practice for Design Loads (Other Than Earthquake) for Buildings and Structures Part1: Dead Loads – Unit weights of building materials and stored materials (second revision) (IS: 875(Part 1) – 1987). [3] Indian Standard Code of Practice for Design Loads (Other Than Earthquake) for Buildings and Structures Part1: Imposed Loads – Unit weights of building materials and stored materials (second revision) (IS: 875(Part 2) – 1987). [4] Indian Standard Code of Practice for Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces (IS: 13920 – 1987). [5] Indian Standard Code of Practice for Criteria for Earthquake Design of Structures (IS: 1893(Part-1) – 2002).




DOI: https://doi.org/10.37628/jtets.v3i1.213

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