Did i do this question completely wrong? (Statics-moment)

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The discussion revolves around a student's concerns about converting units incorrectly on a statics exam question. The student converted lengths from millimeters to meters but did not adjust the torque value from 450 N-m to 0.450 kN-m, leading to discrepancies in their final answers. Other participants confirm that while converting mm to m is acceptable, failing to convert the torque value affects the results significantly. The student realizes that this oversight caused their calculated support forces to be incorrect. Overall, the conversation emphasizes the importance of consistent unit conversion in statics problems.
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Homework Statement


upload_2018-5-7_20-32-5.png


Homework Equations

The Attempt at a Solution



I had this question on my final exam and i think i got the wrong numbers because i converted the mm into meters for all of them. So i kept F=3kN , 450N*m , and 3kN as is and used meters instead of mm for the lengths. Would this affect my final answer?
 

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lc99 said:

Homework Statement


View attachment 225356

Homework Equations

The Attempt at a Solution



I had this question on my final exam and i think i got the wrong numbers because i converted the mm into meters for all of them. So i kept F=3kN , 450N*m , and 3kN as is and used meters instead of mm for the lengths. Would this affect my final answer?
What was your final answer?
If that was your only mistake, you should get some worthwhile credit.
 
Changing mm to m is fine but if you use force in kN, then your 450 N-m couple should be converted to 0.450 kN-m. Did you do that?
 
haruspex said:
What was your final answer?
If that was your only mistake, you should get some worthwhile credit.
For normal force A , i got like -474 kN . So basically i got the wrong support forces and so i used the wrong numbers.
 
PhanthomJay said:
Changing mm to m is fine but if you use force in kN, then your 450 N-m couple should be converted to 0.450 kN-m. Did you do that?
Ahh man. I did not do that. Uhgh. No wonder nothing matched up.

I did all the steps that needed to be done like finding the equations for shear and bending moments. But it just did not match up with the actual problem. UGH
 
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