macan1
Structural
- May 14, 2004
- 34
Re: Canadian Bridge Code S6-2000
section 3.15 Vehicle Collision Load.
Horizontal static force for collision load = 1400 kN at 1.2 m above ground.
Question:
1. Do we have to design the foundation for this load?
2. Referring to question no. 1, does it depend on the type of structures or barrier protection?
section 3.15 Vehicle Collision Load.
Horizontal static force for collision load = 1400 kN at 1.2 m above ground.
Question:
1. Do we have to design the foundation for this load?
2. Referring to question no. 1, does it depend on the type of structures or barrier protection?