Statics question: Trusses

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Statics question: Trusses

Engineering
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At vero eos et accusamus et iusto odio dignissimos ducimus qui blanditiis praesentium voluptatum deleniti atque corrupti quos dolores et quas molestias excepturi sint occaecati cupiditate non provident, similique sunt in culpa qui officia deserunt mollitia animi, id est laborum et dolorum fuga. Et harum quidem rerum facilis est et expedita distinctio. Nam libero tempore, cum soluta nobis est eligendi optio cumque nihil impedit quo minus id quod maxime placeat facere possimus, omnis voluptas assumenda est, omnis dolor repellendus. Itaque earum rerum hic tenetur a sapiente delectus, ut aut reiciendis voluptatibus maiores alias consequatur aut perferendis doloribus asperiores repellat.

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Problem 6-48. I can't figure out how the moment about point E was calculated. This is for "method of sections." I know there's solutions manuals out there for doing this, but I can't see how they got their answer. I am wondering if someone can try to solve 6-48 without looking at the answer?
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the solution will be pretty long lol
That's okay, I figured it out. My dad (who got his engineering degree a long looong time ago) verified with me that there was a cosine instead of sine in the solution. And they got a length wrong for one of the moments. This is method of sections, so it's not as long of a process as using method of joints :-)

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