civil design

1. PLAN, ANALYSIS AND DESIGN
OF ENERGY EFFICIENT G+3
RESIDENTIAL BUILDING
UNDER GUIDENCE:
MS.E.NIRANJANI M.E
DONE BY,
DEEBIGHA B
SUKANYA C
RAMESH KUMAR G
ESWARA MOORTHY S

2. OBJECTIVE
 To Plan, Analysis and Design G+3
Residential building.
 To learn and acquire knowledge on
analysis of the Multi-storey Residential
building using STAADpro.
 To ensure the structural design of
building using Energy conservation
concept.

3. NEED FOR THE PROJECT
 Space Scarcity
 Energy Conservation .
 To reduce the consumption of bricks and
cement in building and there by to reduce
the CO emissions to the atmosphere, SIP
can be used for partition walls.

4. METHODOLODY
 Literatures study
 Site Selection
 Planning
Using AutoCAD.
 Analysis
Manual Analysis.
STADD pro Analysis.
 Design
limit state method.
 Conclusion.

5. LITERATURE SURVEY.
 V.Varalakshmi, G.Shiva Kumar, and
R.Sunil Kumar, “Analysis and Design of
G+5 Residential Building,” ISOR
Journals.
 Prashika Tamang, “Planning and
Analysis of G+2 Residential Building
using Integrated Green Design Concept,”
IJETT journals.

6. Cont…
 Shashank Rathod, “Sustainable
Building,” Int J Adv Engg Tech vol 6.
 Michael A. Mullens, P.E. and
Mohammed Arif, “Structural Insulated
Panels : Impact on the Residential
Construction Process,” journal of
construction engineering management
©ASCE / July.

7. IS CODES USED
 IS 456:2000 = Design code for RCC structure
 IS 875:(PART 1) = Code for dead loads.
 IS 875 :( PART 2) = Code for imposed load .
 IS 875 :( PART 3) = Code for wind loads .
 IS 1905=code for Brick masonary structures
 SP 7 :2005=National Building code.

9. SITE LAYOUT

10. SPECIFICATIONS AS PER
NBC
 Colouring provided on the plan as per
table2 of NBC.
 The minimum height of Habitat room and
the kitchen is provided as2.75m as per
code
 The min height of the bathroom and
water closets from the surface is kept as
2.1m as per code.
 The height of Parapet wall and handrails
provided at the balcony and terrace is
not less than 1.0m as per code .

11. condt……..
 The floor area ratio and coverage of
group housing is calculated as per
code from Table 4.
 The minimum width of staircase is not
less than 1.0m for residential building
.
The above mentioned data and values
are taken from the NBC .We are using
this values for our project .

12. PLAN- GROUND FLOOR

13. PLAN - FIRST FLOOR

14. PLAN - SECOND FLOOR

15. PLAN - THIRD FLOOR

16. GENERAL DESCRIPTION
 This apartment totally have16 houses.
Each house consists of
 Living room
 Dining
 Kitchen with work area.
 One bedroom with attached toilet
 One bedroom with common toilet
 Pooja and Balcony
 Flat area – 2210 sq. ft.

17. SPECIFICATION OF
APARTMENT
BUILDING
 DOOR – D 3’0” x 7’0”
 DOOR – D1 2’6” x 7’0”
 OPEN - O 3’6” x 7’0”
 WINDOW - W 6’0” x 7’0”
 WINDOW - W1 4’0” x 4’0”
 VENTILATOR –V 1’0” x 0’6.5”

18. ENERGY
EFFICIENT

19. STRUCTURAL INSULATED
PANELS

20. STRUCTURAL INSULATED
PANEL
The structural insulated panel is a
composite building material. It consists of
an insulating layer of rigid core
sandwiched between two layers of
structural board . The board can be sheet
metal, plywood, cement and the core
either expanded as (EPS) Expanded
polystyrene form or (OSB) oriented strand
board .

21. APPLICATIONS OF SIP
 Used for industries.
 Commercial showrooms and offices.
 Warehouses.
 Restaurants and schools.
 Airport terminals.
 Museums and Theatres.
 INTERIOR WALL PARTITIONS .

22. MATERIALS &
ADVANTAGES

23. MARKETING & COST OF
SIP
MARKETING :
Aadam Enterprises –Sidhapudur
,
New Delhi.
Mourya marketing –coimbatore
Wallsmat –coimbatore.
COST :
Rs.1100 /- in Indian marketing
price

24.  PRELIMINARY DESIGN OF SLAB .

25. Position of column Details .

26. Preliminary design of slab .
 Slab used based on its support in
design are
1) one way spanning slab
2) Two way spanning slab

27. One way spanning slab .
 The slab is supported on two edges
 Bend in both directions .
 ly/lx>2
 Main reinforcement provided in one
direction only .

28. Two way spanning slab .
 The slab is supported on all four
edges
 Bend in four directions .
 ly/lx<2
 Main reinforcement provided in both
direction only .

29. SLAB POSITIONS
All dimensions in M
SLAB .NO DIMENSION
“M”
SLAB TYPE EDGE
CONDITION
S1 3.04*4.7 Two way slab One short edge
continuous .
S2 3.04*3.5 Two way slab Interior pannel
S3 3.04*5.3 Two way slab Interior pannel
S4 4.1*2.7 Two way slab One short edge
continuous .
S5 4.1*1.8 One way slab -
S6 2.15*3.5 Two way slab Interior pannel

30. Contn……..
S7 4.1*3.3 Two way slab Two short edge
discontinuous
S8 3.2*2.7 Two way slab Two adjacent
edge
discontinuous
S9 3.2*7.5 One way slab -
S10 3.2*3.3 Two way slab Interior pannel
S11 3.04*2.7 Two way slab Two adjacent
edge
discontinuous
S12 7.3*2.7 One way slab -
S13 3.0*3.3 Two way slab One long edge
discontinuous

31. DEPTH OF SLAB
All dimensions are in “mm”
SLAB .NO EFFECTIVE DEPTH
(mm)
OVER ALL DEPTH
(mm)
S1 100 130
S2 120 150
S3 150 175
S4 100 130
S5 100 130
S6 120 150

32. Contn ……….
S7 120 150
S8 150 175
S9 100 130
S10 150 175
S11 150 175
S12 100 130
S13 120 150

33. ANALYSIS.

34. PROPERTIES
 SLAB :
Thickness of slab = 130mm
 BEAM:
Depth=300mm
Breadth=230mm
 COLUMN:
depth ( y-axis)=350mm
depth ( z-axis)=230mm