Solving for VA and VB: Support Reaction Homework Solution

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The discussion revolves around calculating support reactions VA and VB for a structural problem. The initial calculations led to incorrect values of VA and VB, prompting the user to seek clarification on the equations used. It was identified that the user miscalculated the center of mass for a triangular load, which should be positioned at one-third of the base rather than two-thirds. Adjusting this factor and correcting the equation led to a revised total moment calculation. Ultimately, the user aimed to reconcile their results with the provided answers of VA = 8000N and VB = 9000N.
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Homework Statement


I'm asked to find the VA and VB in this question .

Homework Equations

The Attempt at a Solution


Here's my working :
VA +VB =1000(6) =5000+0.5(400x3)
VA +VB = 11600

total moment about A = 0 , sum of moment about A = 5000(6) -9000 + (4000/2)(9 +3(2/3) ) -VB(9) =0
hence VB = 9667N pointed upwards

total moment about B = 0 , sum of moment about B = 1000(6)(9) -VA(9) +9000+5000(3)-4000(3/2)(2) = 0
VA = 7333N (upwards)

But , the ans provided is VA = 8000N , VB = 9000N , which part i did wrongly ?

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chetzread said:
VA +VB =1000(6) =5000+0.5(400x3)

Is that meant to read VA + VB = 1000(6) + 5000 + 0.5(400*3) ?

If so then..
Where does the 6 come from?
Where does the 400 come from?
 
CWatters said:
Is that meant to read VA + VB = 1000(6) + 5000 + 0.5(400*3) ?

If so then..
Where does the 6 come from?
Where does the 400 come from?
sorry , i made a mistake , it should be VA + VB = 1000(6) + 5000 + 0.5(4000x 3) =17000N ...
 
and the 6?
 
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CWatters said:
and the 6?
The 1000 N /m has 6 m
 
Ok yes I agree. 1000N/M for 6m.
 
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Ill try and have a look at the rest tomorrow.
 
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chetzread said:
total moment about A = 0 , sum of moment about A = 5000(6) -9000 + (4000/2)(9 +3(2/3) ) -VB(9) =0

The centre of mass of the "triangular load" is 1/3rd of the base from it's left hand edge not 2/3rds so it should be..

5000(6) -9000 + (4000/2)(9 +3(1/3) ) -VB(9) = 0
 
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