This document describes the design of a residential building located in S.V.Nagar, Puliyangudi. The 438.9 sqm building will be a G+1 framed structure. Structural elements like slabs, beams, columns were analyzed using STAAD Pro software and designed using the limit state method outlined in IS 456:2000. The building will include facilities like a portico, dining hall, drawing hall, kitchen, bedrooms, a study room, guest room, balcony, and staircase. Dimensional details of the structural elements are provided. Design of the slabs, beams, columns, footing, and staircase are discussed. The planning and design of the residential building was completed effectively using the limit state

1. DESIGN OF RESIDENTIAL
BUILDING
Guided by
Mrs. M.MUTHU SELVI.M.E.,
Submitted by
MAHESHKUMAR.K
RAVIKUMAR.R
SARAVANAKUMAR.P
SUNDARAMOORTHY.G
.

2. AIM:
To planning, analyze & design
framed structure of a residential
building.

3. OBJECTIVE :
 Providing with all facilities for the
residential building, it includes
portico, dining & drawing hall,
kitchen, bed room, study room, guest
room, balcony, staircase with
passage, path & w.c with proper
specification.

4. ABSTRACT
 This project describes analysing and design of residential
building.
 The proposed residential building is to be constructed at
s.v.nagar, Puliyangudi. The area of the proposed building 438.9 sqm
(G+1) will be constructed framed structure. The analysis of frames to
compute the force and moment will be carried out with staad pro
software. The analysis of structures was done by using staad pro
software analysing as well as IS 456:2000 code of practice for plain
and reinforced cement concrete.
 The structural members are like slabs, beams; columns are
designed with limit state method using national building code and IS
456:2000 grade concrete and grade of steel are to be used. It also
deals with the designing of septic tank and water tank.
 The project is to develop independent and creative thinking
fundamental theoretical knowledge we obtained during the course of
the study practical application of field.

5. INTRODUCTION
Every human being has an inherent liking for a
peaceful environment needed for his pleasant living,
this object is achieved by having a place of living situated at
the safe and convenient location, such a place for
comfortable and pleasant living requires considered and
kept in view.
 • A Peaceful environment.
 • Safety from all natural source & climate conditions
 • General facilities for community of his residential area.
The engineer has to keep in mind the municipal
conditions, building bye laws, environment, financial
capacity, water supply, sewage arrangement, provision of
future, aeration, ventilation etc., in suggestion a particular
type of plan to any client.

6. RESIDENTIAL BUILDING:
In such building sleeping
accommodation is provided. It
includes the living room, bedroom,
kitchen, hall, toilet and bathroom. It
may be a single storey building or
apartments.

9. DIMENSION :
HALL :16 X 9M
KITCHEN & STUDY ROOM :6.2 X 6.2M
BED ROOM :9.5 X 6.2M
PORTICO & BALCONY :9.5 X 6.2M
GUEST ROOM : 6.2 X 6.2M

10. DESIGN OF SLAB
Slabs are to be designed under limit
state method by reference of IS
456:2000.
 When the slab are supported in two
way direction it acts as two way
supported slab.
A two way slab is economical
compared to one way slab.

11. DESIGN OF BEAMS
 Beam is a member which transfers the loads from
slab to columns and then foundation to soil.
 Beam is a tension member.
 Span of slabs, which decide the spacing of beams.
Following are the loads which are acting on the
beams.
1. Dead load
2. Live load
3. Wind load

15. DESIGN OF COLUMNS
 Columns are compression members.
 Larger spacing columns cause stocking columns in
lower stores of multi storied buildings.
 Columns are transmitted loads which are coming from
slabs to foundations. Larger spans of beams shall also
be avoided from the consideration of controlling the
deflection & cracking.
COLUMNS: The column which takes load are: (a) Slab
loads (b) Beam loads (c) Wall loads (d) Self. Wt of
column

17. FOOTING MARKING

23. CONCLUSION
 The planning and design of residential building in
framed structure has been completed effectively
in our project.
 In frame analysis is done using manual analysing.
Structural elements like slabs, beam, columns
...etc. is designed by limit state method.
 The stair case and footing are also designed by
limit state method. Grade concrete and HYSD
grade 415 bars.
 Thus the limit state method is adopted for
designing for varies components of building. The
limit state concept the structure is shall be
designed to with stand safely all loads label act a
throughout in life time.

24. THANKING
YOU