Analysis And Design Of G 5 Residential Building

Geographical statistics of India show that almost 54 of the land is vulnerable to earthquakes. Planning of any types of building is done by national building code NBC in India Hence the residential building is properly planned in accordance with the national building code of India.


Seven Storied Residential Building 3d View Structural Designed Done By Me Project Location Dhaka Residential Building Modern Style House Plans House Design

1 Dunnala Lakshmi Anuja 2 VSNagasai 1 PG Scholar 2 Assistant Professor 1 Srinivasa Institute of Engineering And Technology Cheyyereu Amalapuram AP India 2 Srinivasa Institute of Engineering And Technology Cheyyereu Amalapuram AP India.

Analysis and design of g 5 residential building. The building subjected to. Creation of Grid points Generation of structure After getting opened with ETABS we select a new model and. The present project deals with the design of the G5 residential building having total 10 flats.

It is residential complex. StaadPro- Design and analysis of a G5 residential building StaadPro- Design and analysis of a G5 residential building. This project is designed as per INDIAN CODES-.

The building in plan 166 x 109 consists of columns built monolithically forming a network. In singly reinforced simply supported beams steel bars are. IS 18932002 CODAL PROVISIONS 311.

There are many classical methods to solve design problems. Design and Analysis of G 7 Storeys Building Using Staad Pro and is Codes Methods. Analysis and design of G4 residential building structure by using IS-Code method manually designed and over verifies by using software.

INTRODUCTION The aim of this project is to design a Multistory Building G2 for residential purpose taking earthquake load into consideration. Analysis and Design of G3 Residential Building using STRUDSUday Kumar1 Aman Kumar Sharma2 Anmol Kumar3 Ayushkar Dubey4 Geetha L51234 UG. The design provided with 2 flats in each floor among them one double bed room flat and other triple bed room flat also the parking plan is provided at the stilt.

Construction of such tall buildings are possible only by going to a set of rigidly interconnected beams and column. Multistory buildings are very commonly seen in cities. The number of columns are 15.

Residential flat consists of one 3BHK and three 2BHK. Parking 5 Unit weight of brick 20 kNm 3 Electrical Room 5 Unit weight of concrete 25kNm Machine room 5 a Wall load unit weight of brick masonry X wall thickness X wall height 20 kNm3 X 0230m X 3-045 m 1173 kNm acting on outer beam 20 kNm3 X 0125m X 3-045 m 6375 kNm acting on inner beam b Wall load due to Parapet wall at top floor unit weight of brick masonry X parapet wall thickness X wall height 20 kNm3 X 0125m X 1m 25. ANALYSIS AND DESIGN OF G3 RESIDENTIAL BUILDING A project report is submitted in partial fulfillment of the requirement for the Award of the degree of BACHELOR OF TECHNOLOGY in CIVIL ENGINEERING Submitted by SHAIK MAHAMMAD R092251 Under the esteemed guidance of ARAM BHUPAL REDDY Lecturer in Department of Civil Engineering DEPARTMENT OF CIVIL.

The design is made using software on structural analysis design STAAD Pro. Of analysis of structur e. Details Name Structural Analysis of G2 Residential Building Pages 35 Format DOCX Size 3 MB Download Method Direct Download Download.

ANALYSIS AND DESIGN OF BASEMENT G 2 BUILDING USING ETABS Step - 1. Step by Step procedure for ETABS Analysis The procedure carried out for Modeling and analyzing the structure involves the following flow chart. Office Building Palestra London During construction showing steel framework and fully glazed facade 12 storey building of 315 to 36 m width and 90 m length with a 9 m projection of the upper 4 floors Pairs of cellular beams were placed either side of the 4 inclined tubular columns.

This project describes the method of analysis design of multi-storey G5 Residential building located in zone 3The scope behind presenting this project is to learn relevant Indian standard codes are used for design of various building elements such as beam column slab foundation and stair case by using a software STAADPro under the seismic load and wind load acting on the structureWe also put. The building is designed for the six residential flats. The number of columns is 28.

DYNAMIC ANALYSIS Dynamic analysis is performed to obtain the design seismic force. Analysis is done using STAD PRO developed by BENTLEY once the load and load combinations are assigned to the structures analysis is to be done Analysis is done for RCC structure. The Design Base Shear VB is taken as per the Indian Seismic Code IS 1893 Part 1 2007.

The floor to floor distance is 3m. ANALYSIS OF G7 BUILDING 31. There are many classical methods to solve design problem and.

This project presents analysis and design if multi storied residential building using ETABS software with lateral loading effect of Earthquake. A design of RC building of G5storey frame work is taken up. It is residential complex.

The design consists of CG5 residential and commercial building. The size of building is 166 x 109m. The building in plan 175226364 consists of columns built monolithically forming a network.

PlanningAnalysis and Design of Residential BuildingG5 By using STAAD Pro. The size of building is 175226364m. The design is made using software on structural analysis design staad-pro.


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