The document outlines the planning, analysis, and design of a lodge building with three floors. Key aspects included allocating space for different lodge functions, drafting plans and structural elements in AutoCAD, analyzing the structure in STAAD Pro, and ensuring design complied with relevant codes and standards. Reinforcement details and calculations were provided for structural elements like slabs, beams, columns, and footings. Load cases were defined for analysis. The conclusion stated that analyzing and designing the structure in STAAD Pro showed it was safe and economical to support a G+2 building according to code.
2. ABSTRACT
The business and tourist sector furishing in Coimbatore city.We have planned and
designed the construction of the lodge of approved standards to fulfill the needs of
the current situation. In our project, we have aimed tosatisfy the basic requirements
of a lodge. Allocating the available space fordifferent functions the entire structure
was developed. Drafting and detailing of the designed structural elements is done with the
help of AutoCAD2016.The structure was then analysed and in STAAD PRO and design
are made manually.It was observed that the structure is safe.
3. LITERATURE REVIEW
Brunner and Mason (1968): investigated the importance of driving time upon the preferences
of consumers towards regional shopping centers. They expressed that although it is recognized that
population, purchasing power, population density, newspaper circulation, and other factors are
influential in determining the shopping habits of consumers, a factor which is generally overlooked
is the driving time required to reach the center. In this study, it was established that the driving time
required to reach a center is highly influential in determining consumer shopping center
preferences. The most consistent and significant driving time dimension in delineating
Huff (1964 and 1966): concluded that the comparative size of the centers and the convenience
of access were the primary characteristics that consumers sought when choosing a shopping center
to visit.
Cox and Cooke (1970): determined customer preference for shopping centers and the
importance of driving time. The authors concluded that location and attractiveness are important
determinants of consumer shopping center preferences.
Mehrabian and Russell (1974): noted that the response that store atmosphere elicits from
consumers, varies along three dimensions of pleasantness, arousal and dominance.
10. SLAB REINFORCEMENT CALCULATION
Result:
Overall depth = 150mm
Main reinforcement,
Provide 10mm dia bar @ 300mm C/C in X direction.
Provide 10mm dia bar @ 300mm C/C in Y direction.
Distribution Reinforcement,
Provide 8mm dia bar @ 250mm C/C.
18. FOOTING REINFORCEMENT CALCULATION
Depth of footing
D = 600mm
Longer Direction (3.9m)
20 mm dia bars of 200 mm c/c
Short Direction(2.9m)
Adopt 16 mm dia bars of 250 mm c/c
21. CONCLUSION
The design of the building was done based on the IS code. The analysis shows that the structure is safe
enough is holding G+2 buildings .The design was made based on limit state design. The calculations
were checked for safety and verified using IS 456:2000,SP-16.The structure is designed as an
economical one provided with good facilities.
After making a detailed study on the present work, the following conclusion has been made:
1. The project helped to gain knowledge about the software package STAAD proand Auto CAD
2016.
2. All the requirements of NBC and Tamilnadu Combined Development AndBuilding Rules,
was followed during the work.
3. Detailing of each designed structural members was done using AutoCAD2016.
4. All the aspects of design was met while analyzing and designing of thestructure was done
using STAAD ProV8i
22. REFERENCE
1.Krishna raju,design of reinforced concrete structures,CBS publishers 2003.
2.B.C punmia ashok k jain,reinforcement concrete structures vol 11,laxmi
publishers 1992.
3. Design aids for reinforcement concrete to IS:456-2000,bureau of
IndianStandards 2000.
4. Plain and reinforcement concrete-code of practice ,bureau of
IndianStandards 2000.
5. Code of practice for design loads for buildings and structures,
bureau ofIndian Standards IS-875-1987,PART 1,2,3,4.
