A Correlative Study on BNBC 2006 & BNBC 2020 For a Building under Mymensingh District
Keywords:
BNBC, Earthquake load, ETABS, Reinforced concrete, Structural analysisAbstract
Bangladesh is a developing country; the construction of residential buildings could be a regular task throughout the country. Nowadays the progression of 10 (G+9) storied buildings is common in this terrain. Hand calculation of a ten-storied building is incredibly difficult and it should make errors in calculation and also take all the rage. But conducting with software it easier to investigate and style a ten-storied building and it reduces error provides more accurate results and reduces time. By utilizing software for analysis and design, it may be feasible to economically construct the building. Software for civil engineering fields is abundant and includes ETABS and STAAD.Pro, and others. In this project, the building has been analyzed by conducting ETABS 17.1 software. The focus of this major project is a correlative case on horizontal force Analysis by BNBC 2006 and BNBC 2020 on an existing building in Bangladesh. The task is over past in compliance with the ACI 318-14 and UBC 94 for BNBC 2006 code and ASCE 7-05 for BNBC 2020. These tidings expand the structural design & analysis of a reinforced concrete residential building with ten storied structures following BNBC 2006 and BNBC 2020 codes. The framing arrangement is a Column, Beam, Slab and Floor system.