1. SEISMIC ANALYSIS AND DESIGN OF AN APARTMENT BUILDING WITH SHEAR WALLS
B.H.RAMATHILAGAM ( 10CE042 )
S.SELVAKUMAR ( 10CE048 )
A.SUBA ( 10CE053 )
R.SURIYAPRABHA ( 10CE054 )
GUIDED BY ,
MS.L.KOKILAB.E(M.E) (ASST.PROF.)

2. ABSTRACT
This project deals with analysis of structure due to various loading like dead load , live load , seismic load and designing various structural members like slab, beam , column , staircase and also the footing. The structure is an aesthetically appealing one, it is “T and inverted T”. The apartment has five blocks. The building comprises of totally 3 stories (G+3). The apartment is based on the concept of resisting the earthquake. The limit state method of design is used for design of all the components. The analysis of the structure is done using the software STAAD Pro V8i and the estimation of the building is to be done by Quantity Take Off.

3. ESTIMATION (QUANTITY TAKE OFF)
METHODOLOGY
CONCLUSION
ESTIMATION (QUANTITY TAKE OFF)
DESIGNING (MANUAL)
ANALYSIS (STAAD PRO)
3D MODELING (REVIT )
PLANNING (AUTOCAD)

4. SHAPE OF THE APARTMENT

5. PLAN
PLAN

6. GROUND FLOOR

7. APARTMENT DETAILS Total area of one apartment :473.68 sq m
Number of flat in one floor : 4
Number of flat in one block :12
total Height of one block : 12
Master Bedroom : 4.5 X 4.3m
Bedroom : 3.7 X 4.3m

8. Kitchen : 2.3 X 3.4m
Living room : 6.4 X 2.9m
Puja room : 1.3 X 1.2m
Balcony : 2.3 X 1.9m
Foyer : 1.3 X 1.5m
Toilet : 2.6 X 1.5m
Lift :2 x 1.8 m

9. 3D MODELING

11. 3D RENDERING VIEW

12. ISOMETRIC VIEW

13. SEISMIC DESIGN

14. SEISMIC FORCE IN X DIRECTION

15. SEISMIC FORCE IN –X DIRECTION

16. SEISMIC FORCE IN Z DIRECTION

17. SEISMIC FORCE IN –Z DIRECTION

18. MODE SHAPE

19. AXIAL FORCE

20. BENDING MOMENT

21. DISPLACEMENT

22. SHEAR WALL DESIGN

23. MAX ABSOLUTE STRESS

24. BEAM MAIN REINFORCEMENT

25. BEAM SHEAR REINFORCEMENT

26. COLUMN MAIN REINFORCEMENT

27. TIES DIAGRAM
8mm diameter

28. SLAB DETAILS

29. ONE WAY SLAB

30. CANTILEVER SLAB

31. BEAM REINFORCEMENT DETAILS

32. COLUMN REINFORCEMENT DETAILS

33. FOOTING REINFORCEMENT

34. STAIRCASE REINFORCEMENT DETAILS

35. 20x20x2cm (colour)mosaic tiles
COSTING
ITEM NO
PARTICULARS
QUANTITY
UNIT
RATE
PER
AMOUNT 1
Brick
508.70 m3
2.68
685470 2
Concrete
103.29
1000 3
Steel
76397 kg 48 4
Plastering 30
410
72210 5
Painting m2
33.17
32900 6
Timber
160
4087 7
20x20x2cm (colour)mosaic tiles
6510
nos 9 8
20X20X2cm
(Grey) mosaic tiles
1260
15X15X2cm tiles
6800
0.7
158400 10
Grill
1.25
tonne
48000
100000

36. The total cost for one apartment is Rs = 4,67,76,292.00
The total cost for five apartment is Rs = 23,38,81,460.00
For plumbing and electrical works add 15% of
Total =Rs.3,50,82,219.00
For contingencies add 5% of total cost =Rs.1,16,94,073.00
The total cost of our project is =Rs.32,74,34,044.00

37. CONCLUSION
The proposed residential apartment has been analyzed and designed. All the results of analysis and design are found to be safe. The limit state method of design is used for design of all the components.
This method of design is considered to be better than the other methods available for design particularly for buildings. From the design results it has been concluded that this design can be adopted for any residential apartment.
The estimated material cost of the apartment is found to be Rs 4,67,76, This amount implies only the material cost excluding labour cost. Hence , nowadays to construct (G+3) residential apartment with standard material specifications approximately 5 to 6 crore is needed.

38. REFERENCES
“ Estimating and costing in civil engineering ˮ by B.N.Dutta
“ Limit state design of concrete structure ˮ by dr.B.C.Punmia.
Is 456 – 2000 code of practice for plain and reinforced concrete.
Is 1893 (part i) : 2002 code of practice for earthquake resistant design
Of structure.
Is 875 (part ii and iii) – 1987 code of practice for design loads
(Other than earthquake) for building structures.
“ Reinforced concrete design ˮ by n.Krishnaraju and R.N.Pranesh.
“ Rcc design and drawing ˮ by neelam sharma.
Sp 16 design aids for reinforced concrete.
“ Earthquake resistant design of structures ˮ by pankaj agarwal and
manish shrikhande.

39. Thank you