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
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