- #1
mechengstudent
- 18
- 0
Hi all,
I have a textbook question which I am stuck on and should be quite basic.
There is a bar that has a cross-sectional area of 1750mm2, and E = 220GPa.
http://imgur.com/gU29J1q
Edit: okay link is not working, it is http://imgur.com/gU29J1q
I am asked to find the displacement with the loading w=500x^1/3 N/m.
In class we have been using the formula displacement = PL/AE, where
P=load
L=length of member
A=cross sectional area tangent to load
E=Young's or elastic modulus
So far I have this
500(1.5m)^1/3 N/m x 1.5m
0.00175m^2 x 2.2x10^11 N/m^2
So it would seem all the units would cancel out apart from the m^1/3
However to me this didn't make much sense as the question is only asking for the answer to three significant figures and I got 1.467x10^-6 m^1/3
Can someone tell me if I am doing this correctly?
Thanks
I have a textbook question which I am stuck on and should be quite basic.
There is a bar that has a cross-sectional area of 1750mm2, and E = 220GPa.
http://imgur.com/gU29J1q
Edit: okay link is not working, it is http://imgur.com/gU29J1q
I am asked to find the displacement with the loading w=500x^1/3 N/m.
In class we have been using the formula displacement = PL/AE, where
P=load
L=length of member
A=cross sectional area tangent to load
E=Young's or elastic modulus
So far I have this
500(1.5m)^1/3 N/m x 1.5m
0.00175m^2 x 2.2x10^11 N/m^2
So it would seem all the units would cancel out apart from the m^1/3
However to me this didn't make much sense as the question is only asking for the answer to three significant figures and I got 1.467x10^-6 m^1/3
Can someone tell me if I am doing this correctly?
Thanks