Equilibrium of Forces: Solving for VA and VD in a Statics Problem

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The discussion centers on a statics problem involving the equilibrium of forces, specifically calculating the vertical reactions VA and VD. The initial calculations suggest VA + VD should equal 147.5N, but the derived values indicate a discrepancy, resulting in -94.4N. Key errors identified include neglecting the contribution of a 10 kN load in the moment calculations about point D and the need to include VA's contribution when summing moments about point C. The consensus is that correcting these oversights will help achieve the correct equilibrium of forces.
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Homework Statement


I couldn't get the forces in equlibrium in this question

Homework Equations

The Attempt at a Solution


VA + VD = 35(3.5) + 10+15 = 147.5

sum of moment about D = -35(3.5)(1.75+ 3.7) +15(1) + VA(3.5 + 1.7+ 2) = 0
VA = 90.6upwards

Sum of moment about C = -35(3.5)(1.75+1.7) +10(0.7) -VD(2) +15(3) =0
VD = -185 ( downwards) ,

So, VA + VD = -185+ 90.6 = -94.4

So , VA + VD = 90.6 -185 = -94.4N , which is not 147.5N , which part of my working is wrong ?
 

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Which part of my working is wrong ?
 
chetzread said:

Homework Statement


I couldn't get the forces in equlibrium in this question

Homework Equations

The Attempt at a Solution


VA + VD = 35(3.5) + 10+15 = 147.5
ok
sum of moment about D = -35(3.5)(1.75+ 3.7) +15(1) + VA(3.5 + 1.7+ 2) = 0
VA = 90.6upwards
you forgot the contribution of the 10 kN load at 1.3 m from D
Sum of moment about C = -35(3.5)(1.75+1.7) +10(0.7) -VD(2) +15(3) =0
VD = -185 ( downwards) ,
you forgot he contribution from VA. It's best to sum moments about A.
So, VA + VD = -185+ 90.6 = -94.4

So , VA + VD = 90.6 -185 = -94.4N , which is not 147.5N , which part of my working is wrong ?
see above
 
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