1. ANALYSIS AND DESIGN OF RESIDENTIAL
VILLA
“MY BUILDING WILL BE MY LEGACY THEY WILL SPEAK FOR ME, LONG
AFTER I’M GONE”
SUBMITTED BY: GUIDED BY :
ADITYA JHA (17831A0164) MRS. B. SONY
SULOV SEN SHAH (17831A01C3) (Assistant proff.)
SANJIT KUMAR KUSHWAHA (17831A0197)
3. ABSTRACT
The aim of our work is to design the given RESIDENTIAL VILLA according to
Indian Standard codes.
The design methods used in ETABS analysis are Limit State Design conforming
to Indian Standard Code of Practice.
The results proved to be very accurate. We analyzed and designed a G + 1
storey building initially for all possible load combinations [dead, live, wind
and seismic loads].
Additional useful feature of this software is that we can view the Shear force,
Bending moment, Torsion diagrams at each level of the building.
4. INTRODUCTION
A villa is a type of house that was originally an ancient Roman upper-class
country houses
A villa is a large terraced, semi-detached, or detached house having reception
rooms and small upstairs.
Duplex is a kind of house where two houses are built under one roof.
A residential villa are the perfect gateway for those who are tired of cities and
prefer a more calm and comfortable life.
Formerly, it was believed that living in villa meant abandoning all the comforts of
the modern world, but that has changed with the new design villas that, in
addition to offering all the advantage of a traditional villa, also offer luxury
complements , such as an elegant architectural style in a natural environment
quiet and surrounded by forest and mountains.
5. AIM
The aim of our project is to Analyse and Design of residential villa in such a
way that it should meet the following quality :
1. Safe
2. Economical
3. Luxurious
4. Modern facility
5. Earthquake Resistant
Analysis is done by using Etabs software.
6. CODES
IS 456:2000 DESIGN CODES FOR RCC STRUCTURE
SP-16 DESIGN CODE FOR COLUMN
IS 875( PART 1) DEAD LOAD
IS 875( PART 2) IMPOSED LOAD
IS 875( PART 3) WIND LOADS
IS 1893 (PART1) EARTHQUAKE RESISTANT DESIGN OF STRUCTURE
7. Statement of the project
Utility of Villa: Residential Villa
No of story: G+1
No of staircases: 1 no.
Shape of Villa: Rectangular
Type of construction: R.C.C Framed structure
Built up Area: 398.855 sq. meters
No. of column: 30
8. Material details
Concrete grade: M25
All steel grade: Fe550 grade
Type of steel bar: HYSD
Bearing capacity of soil: >180 KN/M2
MATERIAL DENSITY
Plain Concrete 24 KN/M3
Reinforced Concrete 25 KN/M3
Flooring material 20 KN/M3
Brick Masonry 19 KN/M3
Fly Ash 5 KN/M3
14. CONCLUSION
We did a dual occupancy with two houses: one portion of building200 Sq. mts and
one on a difficult block. The good thing about Latitude 37 is that they in-house
designed the houses required to a brief and price. The first design of the drawing
board was so good that we only altered it in small detail. Once the build started
everything moved very quickly. When we were starting to finish, the quality
control Latitude 37 demanded from their trades was of a very high standard. The
build was finished 4 months ahead of schedule, to standard and under budget. I
am very impressed by this company, and can recommend them highly. In the view
above project was made it very advantages.