concrete

1. CONTENTS
 Abstract of the Project
 Methodology
 Introduction
 Planning Details
 Estimation of Load
 Structural Analysis
 Structural Design and Drawings
 Conclusion
 Reference

2. ABSTRACT
Now-a-days sports is considered an integral to all-round development of one’s
Personality. So, the government has taken upon itself to implement programmes to
promote excellence in sports.
In our project we planned to design an INDOOR STDIUM contain 3 courts,
Such as Tennis court, Boxer ring, and Basketball ground. These courts are Made in roof
Element of roof truss is using space truss.
Rooms and footing are made by reinforced concrete section .We provided
pedestal to Connected the column .Total build up area of the building is 8576 sq. ft.
The Indoor stadium is designed manually and analysed by STAADPRO.
Necessary drawings regarding our project are prepared and drawn using AUTOCAD. In
our project, we follow various codes such as IS 456-2000, SP-16 and IS 800-2000 steel
table and using NBC code book for design structure. .

3. INTRODUCTION
 Maximum utilization of land area.
 High quality building with economical cost
 Adequately spaced rooms, grand look is imported.

4. METHODOLOGY
Planning by using
AUTOCAD As per
NBC:2005
Analysis by using
STADD-Pro
Designing
(Manual design)
Conclusion
Structure elements
like
Slab,Beam,Column,
Footing, etc., as per
IS code 456;2000
design aids
SP16;2000

5. STRUCTURAL ASPECTS
 Venue - Coimbatore
 Type of structure - Indoor stadium
 No.of storey - G+1
 Area of ground floor - 8576 sq.m
 Floor height - 15m
 Outer wall thickness - 230 mm
 Material grade - M25 ,Fe415
 Pipe size used - PIP1016H, PIP889H, PIP761H

6. PLANNING DETAILS
It is composed of a large open space surrounding on
most or all sides by tiered Seating for spectators, and may be
covered by a roof. We using truss (bowstring truss) for design of
roof. Our design in indoor stadium contain 3 court are Tennis,
Boxing, and Basket Ball. Beams and columns are used by
concrete.

7. BASKET BALL COART

8. BOXING RING

10. TENNIS COART

11. TENNIS
GROUND
BOXING
GROUND
BASKET BALL
GROUND
BOYS REST
ROOM
7X3.16
GIRLS REST
ROOM
7X3.16
TICKET
COUNTER
2X2
OFFICE ROOM
4.5X2.27
GIRLS PLAYERS
ROOM
13.62X11.71
REST ROOM
9.75X6
GUEST ROOM
4.87X4.69
CONTROL ROOM
4.87X4.92
BOYS PLAYERS ROOM
8.44X11.71
BOYS RESTROOM
9.75X6
EQUIPMENT ROOM
4.87X6
GROUND INCHRGE
4.87X6
MEDICAL ROOM
9.75X3.77
BOYS WASH ROOM
18.37X12.68
GIRLS REST ROOM
17.94X12.68
9.75X2
9.75X3.77
POWER ROOM
4.87X6
UMPIRE ROOM
4.65X6
9.75X2
PLAYER ROOM
11.02X3.51
PLAYER ROOM
11.02X3
PLAYER ROOM
11.02X3
PLAYER ROOM
12.71X3.60
PLAYER ROOM
12.71X3.60
PLAYER ROOM
12.71X3.60
CONTROL ROOM
3.90X6.37
POWER ROOM4
3.90X4.49
CONTROL ROOM
4.87X4.92
EQUIPMENT ROOM
10.86X3.77
CONTROL ROOM
4.87X4.92
CONTROL ROOM
4.87X4.92
CONTROL ROOM
4.87X4.92
CONTROL ROOM
4.87X4.92
10.86X2
PLAYER ROOM
11.02X3
EQUIPMENT ROOM
9.09 X 6
9.09 X 6
PLAYER ROOM
12.95 x13.74
MEDICAL ROOM
19.09 X 6.02
9.09 X 3.29
WASH ROOM
12.95X 14.14
MAINTENANCE ROOM
9.11 X 6
control ROOM
6 x 9.12
guest room
6 x 9.12
PLAYER ROOM
11.23 x 13.74
9.11X 6
WASH ROOM
11.23X 14.14
WATER TREATMENT ROOM
9.10 X 6
9.09 X 3.29
UMBIRE ROOM
6 X 9.32 POWER ROOM
6 X 9.26

12. 63.44
BOXING
GROUND
BASKET BALL
GROUND
TENNIS
GROUND
133.89
6.78

13. ORIENTATION

17. STAAD.PRO ANALYSIS

18. Basketball ground truss

19. Boxing ground truss

20. Tennis ground truss

21. DESIGN &DETAILING

22. BEAM

23. COLUMN

24. REINFORCEMENT DETAILING

25. BEAM DETAILING

26. COLUMN DETAILING

27. SLAB DETAILING

28. CONCLUSION
 The analysis of the indoor stadium was done based on IS CODE method.
The analysis shows that the building is safe enough with holding G+1
building.
 The design was made based on limit state design. The calculations were
checked for safety and verified using IS456:2000, SP-16, IS875 (PART Ⅰ
Ⅱ Ⅲ) and NBC.
 The calculation shows that the building is safe. Hence this design project
is safe one.
 The structure is designed with good facilities and environmental
condition.
 Wind loads are acting on the building so the design was made up of based
on wind force calculation using IS875 (PART Ⅰ Ⅱ Ⅲ).

29. REFERENCE
 Dr.N.Krishna Raju, “Advanced Reinforcement Concrete Designing” Tata Mc-grow hill
publications, New Delhi
 Rangwala, “Building Construction”, Charotar publishing house
 Dr.s.Arunachalam, “foundation engineering,” ARS publication, New Delhi.
 Dr.B.C Punmia, “soil mechanics and foundations”, S.Chand&co., New Delhi
 Er.A.P.Arulmanickam M.E., “Structural Engineering”.
 P.C .Varghese, “Limit State Design of reinforce Concrete,” prentice hall of India Limited, New
Delhi.
 N.Krishna Raju, “prestressed concrete,” McGraw Hill Education (India private limited), New
Delhi.
 IS 875(PART Ⅰ Ⅱ Ⅲ) code of practices for design loads, Bureau of Indian Standards
 SP: 16-1980 (Design Aids for reinforced concrete to IS456)
 IS456-2000(Indian standard plain reinforced concrete) code of practice (fourth edition