Analysis of Multi Storey Building Using Etabs
| dc.contributor.author | MELVIN RONALD, DSOUZA | |
| dc.contributor.author | ARJUN, KM | |
| dc.contributor.author | RAKESH, R | |
| dc.date.accessioned | 2019-06-19T05:51:49Z | |
| dc.date.available | 2019-06-19T05:51:49Z | |
| dc.date.issued | 2019-06-19T05:51:49Z | |
| dc.description.abstract | Analysis of Multi Storey Building” was taken as a project work to fulfill the curriculum in Final year B.E The structural analysis of Multi Storey building has been carried out using ETABS 2016 Analysis of Residential building consisting of G+12 floors has been carried out. All reinforced concrete structures are designed using M35 Grade of concrete and FE- 500 rebar. In this report, first the methodology is adopted for Analysis of residential building consisting of G+12 floors has analysis of Multi Storey Building, reduction of deflection using bracing system and optimization of beams and columns.. The exposure condition is taken to be Moderate. | en_US |
| dc.identifier.uri | http://hdl.handle.net/123456789/10507 | |
| dc.language.iso | en | en_US |
| dc.subject | MELVIN RONALD DSOUZA | en_US |
| dc.subject | ARAVIND JAVALI | en_US |
| dc.subject | ARJUN KM | en_US |
| dc.subject | RAKESH R | en_US |
| dc.subject | 1NH15CV067 | en_US |
| dc.subject | 1NH15CV021 | en_US |
| dc.subject | 1NH15CV023 | en_US |
| dc.subject | 1NH15CV095 | en_US |
| dc.title | Analysis of Multi Storey Building Using Etabs | en_US |
| dc.type | Other | en_US |