A-Frame Deflection Calc?
A-Frame Deflection Calc?
(OP)
I have a simple A-Frame model. One plumb pile connected at the top to one spur (batter) pile. They are 12" diameter timber piles. I apply a lateral load at the connection point. I am trying to calculate the deflection (translation) of the top of those piles in the horizaontal direction. Please let me know if you have any ideas or know of any methods that can show me how to do this in a hand calculation. Thank you.






RE: A-Frame Deflection Calc?
RE: A-Frame Deflection Calc?
BA
RE: A-Frame Deflection Calc?
RE: A-Frame Deflection Calc?
I see the only lateral from wind or seismic here. How far do the piles cantilever above the finish grade? Is this in a flood zone?
Mike McCann
MMC Engineering