Replace Loading on Frame By Single Resultant (HW Help)

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The discussion revolves around solving a problem involving forces and moments to find the intersection point of a resultant's line of action on member BC. The user initially calculated the intersection incorrectly, arriving at x = 2.19 instead of the correct x = 2.34. They realized the mistake was in not considering the sum of moments from the forces, which led to a negative moment value. The user questioned whether the negative result indicates an error in sign convention, specifically regarding clockwise motion. Ultimately, the correct approach was identified, but clarification on the sign convention remains a concern.
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Homework Statement



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Q) Suppose that F1 = 250 lb , F2 = 90 lb , and M = 500 lb⋅ft . (Figure 1) Specify where the resultant’s line of action intersects member BC, measured from B.

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The Attempt at a Solution


Okay, so i am having severe problems with figuring out what i did wrong...
I am given : F1 = 250 and F2 = 90. The correct Force result is = 245 i +228 j with magnitude of 335 .
The moment given is 500 lb*ft.

I am trying to find the result's line of action that would intersect member BC measured from B. The correct answer is x = 2.34.

But, i got some other answer. I found the location of intersection with M = Fy * x (Fy because Fx would be 0 along the x-axis).

so , 500 = 228*x --> x = 2.19?? Which is wrong :(
 

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Actually , guys, i understand what i did wrong. I had to find the sum of moments from also the forces given. I get the sum of moments from the two forces as -1033 n*m. However, the value is negative? Nevertheless, when i summed -1033 with 500 , i get -533 n*m. So, M = fy*d --> d = -533/228 = -2.34.

I got the correct answer except the value i get is negative? Is this suppose to happen or was i suppose to treat clockwise motion as Positive?
 

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