- #1
Corsan
- 13
- 0
Hello,
I have tried for numerous hours to solve this and I'm getting no where, could one of you put me out of my misery?
[PLAIN]http://img98.imageshack.us/img98/3240/beamloads.jpg
The cross section of the beam is 20mm tall by 10 deep. 800mm length.
Hopefully you can see the above image which is the question.
Using the cross-section above I have calculated EI to be
I= bd^3 = 10 x (20^3) = 6666.66
...12...12
Sorry about the dots, spaces didnt seem to work.
Multiply this by E (71.7GPa - aluminium 7075 series) to give 477999.52 N/mm^2.
After this I have tried various equations such as (WI^3)/48EI to calculate the point load.
Also using (5wI^4)/384EI to calculate the UDL's but I am getting silly figures in the thousands.
Is it not a case of finding the answers to these deflection formulas, adding them together and that is the resultant maximum deflection?
However, I have also read through my notes and found something about slopes etc and that has totally thrown me.
Can anyone offer any help?
Many thanks for any assistance.
I have tried for numerous hours to solve this and I'm getting no where, could one of you put me out of my misery?
Homework Statement
[PLAIN]http://img98.imageshack.us/img98/3240/beamloads.jpg
The cross section of the beam is 20mm tall by 10 deep. 800mm length.
Hopefully you can see the above image which is the question.
Homework Equations
The Attempt at a Solution
Using the cross-section above I have calculated EI to be
I= bd^3 = 10 x (20^3) = 6666.66
...12...12
Sorry about the dots, spaces didnt seem to work.
Multiply this by E (71.7GPa - aluminium 7075 series) to give 477999.52 N/mm^2.
After this I have tried various equations such as (WI^3)/48EI to calculate the point load.
Also using (5wI^4)/384EI to calculate the UDL's but I am getting silly figures in the thousands.
Is it not a case of finding the answers to these deflection formulas, adding them together and that is the resultant maximum deflection?
However, I have also read through my notes and found something about slopes etc and that has totally thrown me.
Can anyone offer any help?
Many thanks for any assistance.
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