- #1
Mech King
- 73
- 0
Hi guys,
I just wanted a quick sense check. I have uploaded two images; one showing basic free body diagram, one showing some quick scoping calculations.
My question is, to do a simple deflection calc on the box section legs of the frame, do I just use two multiples of my second moment of area in the deflection calculation, as I have done on the second image? Since there are two ventricle legs? Ignore the value "Seis.x" in the calculation, this is just a seismic load scaling factor!
Simple problem I think, but my brain is fried from MathCad all day :/
Cheers
I just wanted a quick sense check. I have uploaded two images; one showing basic free body diagram, one showing some quick scoping calculations.
My question is, to do a simple deflection calc on the box section legs of the frame, do I just use two multiples of my second moment of area in the deflection calculation, as I have done on the second image? Since there are two ventricle legs? Ignore the value "Seis.x" in the calculation, this is just a seismic load scaling factor!
Simple problem I think, but my brain is fried from MathCad all day :/
Cheers