- #1
Danbob
- 1
- 0
Hello All,
I'm having a bit of trouble understanding the notes I have on this subject.
As I understand the basic formula is
Frequency2 = g*(m1y1 + m2y2) / (m1y12 + m2y22)
I have found deflection (y) at the point loads in terms of g/EI
my notes suggest that these values can then be used directly in this equation;
Frequency2 = EI* {(m1y1 + m2y2) / (m1y12 + m2y22)}
I have tried this and got the correct answer.
But I can't understand where all of the G's cancel out?? and also where the *EI comes from when all the deflection values are in terms of /EI??
Could anyone explain how this is the case? Step by step if possible?
I need to understand it quickly as I have an exam on the subject on Thursday,
Thank you very much in Advance
Dan
I'm having a bit of trouble understanding the notes I have on this subject.
As I understand the basic formula is
Frequency2 = g*(m1y1 + m2y2) / (m1y12 + m2y22)
I have found deflection (y) at the point loads in terms of g/EI
my notes suggest that these values can then be used directly in this equation;
Frequency2 = EI* {(m1y1 + m2y2) / (m1y12 + m2y22)}
I have tried this and got the correct answer.
But I can't understand where all of the G's cancel out?? and also where the *EI comes from when all the deflection values are in terms of /EI??
Could anyone explain how this is the case? Step by step if possible?
I need to understand it quickly as I have an exam on the subject on Thursday,
Thank you very much in Advance
Dan