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Live Loads for Bridge Design as per IRC Code || IRC 6: 2017

 Live Loads for Bridge Design as per IRC Code || IRC 6: 2017

Before going to calculate bending moment due to live load, you have to know about live load for Bridge Design. We will calculate bending moment due to live load as per IRC 6 2017.

First of all, you have to know Indian standard loading classes. There are four types of class loading vehicles are present as per Indian Codes IRC 6: 2017. 

1.      1. IRC Class AA Loading Vehicle

  • Heavy military vehicle
  • Structure on NH & SH
  • Checked for Class A Loading
  • Applicable for special loading cases
A. Tracked Vehicles: 
- Packed load = 70t (equally distributed over two track of 0.8m width)
- Length of vehicle = 7.2m
- Out distance between track = 2.9m
B. Wheeled Vehicle:
- Max load for single axle = 201 - Max wheel load = 6.25t
- Nose to tail spacing between two vehicle < 99m

2. IRC Class A Loading Vehicle: 
  • Heavy commercial vehicle
  • Permanent road bridges & culverts
  • Considered as Standard IL of bridge
A. Footways:
- Accessible only to pedestrians & animals-LL of 4 KNim2
- At crowded town or pilgrimage where fairs are held seasonally = LL of 5 Mini
B. Successive Trains:
- Minimum distance between successive trains = 18.4m

3. IRC Class 70R Loading Vehicle: 
  • It can be used in place of Class AA Loading
  • 'R' indicates Revised Classification
  • Minimum clear carriage way shall be more than 1.2m+2x2.9m=5.30m).
A. Tracked Vehicle:
- Similar to Class AA Loading - Ground contact length 4.75m
- Length of vehicle - 7.92m - Min spacing between
successive vehicle = 30m
B. Wheeled Vehicle:
- Length of vehicle = 15.22m
- Contain 7 axles with total load of loot
- Additional 40t of bogie loading.

4. IRC Class B Loading Vehicle:
  • Design of temporary structures, wooden bridges
  • Considered as Light Loading

All IRC  Live Loads Comparison






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