INTERNATIONAL AIRPORT

3. Project Guide :
Dr. R.THENMOZHI, Ph.D.

5.  Area = 888.87 km2
 Population = 37,38,354
It is the major city in the Indian state of Tamilnadu.
It is the second largest city in the state after Chennai.
The population in Coimbatore is nearly 38 lakhs .
There are more than 30,000 small ,medium and large
industries and textile mills present in this city. The city is
known for its entrepreneurship of its resident .The climate
is comfort all around the year .

6. WHAT IS “AIRPORT …..”?
AN AIRPORT IS A AREA ON LAND OR
WATER,WHICH IS USED TO LANDING AND TAKE OFF OF
AIRCRAFT.
TYPES OF AIRPORT:
 BASED ON FUNCTION
 BASED ON USAGE
 BASED ON FACILITIES
 BASE ON AIRCARFT

7. BASED ON FUNCTION
 CONVENTIONAL -FOR COMMERIAL AIRCRAFT
 STOL PORTS
 HELIPORT
BASED ON USAGE
 PUBLIC
 PRIVATE
 MILITARY
BASED ON FACILITIES
 GENERAL AIRPORT
 SPECIAL FACILITY AIRPORT
BASE ON AIRCARFT
 BASIC UTILITY(BU)
 GENERAL UTILITTY(GU)
 BASIC TANSPORT(BT)
 GENERAL TRANSPORT(GT)

8.  Terminal area
 Terminal building
 Services for the air passengers
 Government agencies
 Security arrangements
 Taxiway
 Runway
 Apron
 Markings
 Hangars
 Finger

9. TYPE OF AIRPORT = A
AIRPORT SITE AREA = 16063.25 Acres
= (65,089,026.72 SQ.M)
AIRPORT TERMINAL AREA = 550539.41 SQ.M
AIRPORT TERMINAL BUILDING AREA = 54,000 SQ.M
 NO OF RUNWAYS = 4 NOS OF PARALLEL
RUNWAY

11. WINDROSE DIAGRAM

12. RUNWAY ORIENTATION
LANDING : FROM EAST TO WEST DIRECTION
TAKEOFF : ALONG WEST DIRECTION

14. CENTRE LINE DRAWING

15. GROUND FLOOR PLAN

16. DOOR WINDOW SCHEDULE

17. FIRST FLOOR PLAN

18. SECOND FLOOR

19. SITE PLAN

20. SITE PLAN

21. ANALYSIS WITH STADD Pro

22. ANALYSIS WITH STADD Pro

23. BENDING MOMENT DIAGRAM

24. BENDING MOMENT DIAGRAM

25. SHEAR FORCE DIAGRAM

26. STANDARDS USED FOR DESIGN
• IS456:2000 FOR REINFORECED CONCRETE DESIGN
• IS875 FOR LOAD CALCULATION
• IS800 :2007 FOR STEEL DESIGN
• TIMESAVER STANDARDS FOR INTERIOR OF TERMINAL BUILDINGS
• ANALYSIS BY STADD Pro V8i SOFTWARE
• ICOA AND FAA STANDRADS FOR DESIGN THE AIRSIDE PART OF AIRPORT

27. FOOTING
 GRADE OF CONCRETE = M25
 GRADE OF STEEL = Fe415
 SIZE OF FOOTING = 3.82M X3.82 M
 DEPTH OF FOOTING = 800MM
 LOAD ON FOOTING = 5068.57 KN
 UPWARD SOIL PRESSURE = 347.40 KN/M2
 FACTOTRED MOMENT = 1121.37 KNM
 REINFORCEMENT
28 NOS OF 16MM DIA ON BOTH SIDES

28. PLINTH BEAM(CONTINOUS BEAM)
 GRADE OF CONCRETE = M25
 GRADE OF STEEL = Fe415
 SPAN OF PLINTH BEAM = 9M
 SIZE OF PLINTH BEAM = 300 MMX650 MM
 REINFORCEMENT
3 NOS 25 MM DIA AT TOP
4 NOS 25 MM DIA AT BOTTOM
2 NOS OF HANGER BAR

29. COLUMN
 GRADE OF CONCRETE = M25
 GRADE OF STEEL = Fe415
 AXIAL LOAD ON COLUMN =4920.75 KN
 SIZE OF COLUMN =600MM X600MM
 LENGTH OF COLUMN =3.65 M
 COVER OF COLUMN =40MM
 REINFORCEMENT
LOGTIDUNAL REINFORCEMENT = 4 NOS 25MM DIA + 4NOS OF 32 MM DIA
2 LEGED TIES =10MM DIA AT 300 C/C

30. FLAT SLAB DESIGN
 GRADE OF CONCRETE = M35
 GRADE OF STEEL = Fe415
 SPAN LEGTHOF SLAB = 9M
 SLAB THICKNESS = 250MM
 LOAD CALCULATION
LIVE LOAD =5 KN/M2
FLOOR FINISH LOAD =1KN/M2
DEAD LOAD =7.5KN/M2

31. FLAT SLAB REINFORCEMENT
COLUMN STRIP
• NEGATIVE REINFORCEMENT =16MM DIA 75MM C/C
• POSITIVE REINFORCEMENT =12MM DIA 110MM C/C
MIDDLE STRIP
• NEGATIVE REINFORCEMENT =10MM DIA 100MM C/C
• POSITIVE REINFORCEMENT =10MM DIA 120MM C/C