Polecat
Structural
- Jul 7, 2000
- 132
I have to check the strength of an existing frame composed of two driven prestressed piles connected by a poured tie beam about ten feet above MSL and subject to hurricane force winds and waves.
Does anyone have any expertise in calculating the force of such a wave against the flat surface of the piling?
Your help would be much appreciated.
Does anyone have any expertise in calculating the force of such a wave against the flat surface of the piling?
Your help would be much appreciated.