drile007
Structural
- Jul 14, 2007
- 194
I’m wondering about horizontal force caused by the man stumbling or percussion?
I have to design 6m high, 0.5 wide and 9m long wood frame wall on fair site. The wall should not be touched, but I’m concerned about accidental horizontal force (which may cause overturning) due to man stumbling or stroking. Do you have any suggestions about it's magnitude?
My thoughts are: approx. 0.8kN on 1.5m from the floor?
Any comments are appreciated
Thanx