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Statics Help: Support Reactions |
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| Apr12-07, 06:17 PM | #1 |
| Apr12-07, 06:52 PM | #2 |
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It seems that you have three unknown [rectangular] components, two at A and one at E.
For the structure as a whole, did you write down Newton's laws (for statics) [tex]\vec F_{net}=\vec 0 [/tex] and [tex]\vec \tau_{net}=\vec 0 [/tex], which yields three scalar equations [for this planar problem].. and hence three linear equations in three unknowns? By choosing to evaluate moments about A, you can simplify your system. |
| Apr12-07, 07:00 PM | #3 |
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Right that is what I assumed! However, I'm kind of working backwards throught this text. So I'm not finding the correct moment equations.
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| Apr12-07, 07:03 PM | #4 |
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Statics Help: Support Reactions
What are your explicit equations? (in terms of P1, P2, a, e)
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| Apr12-07, 07:21 PM | #5 |
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At pin A we have [tex] A_x and A_y[/tex] at the rocker E we have [tex] E_y[/tex].
So shouldn't the moments be: [tex] M_A = 20kn-1.5A_y[/tex] I'm confused now! I know this is so easy when i finally see it |
| Apr12-07, 08:09 PM | #6 |
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Shouldn't it be "sum of the moments about A"
[tex] M_A= (-1)(a)P_1+(-1)(3a)P_2+(1)(4a)E_y[/tex] ? |
| Apr12-07, 09:48 PM | #7 |
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Yes that is correct. I see now my mistake(s)
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