Analysis of Trusses by Methods of Joints - Problem 1

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Same Truss has been analysed by Method of Sections,

Same Truss has been analysed by Method of Tension Coefficients,
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Why in Sum in V using Cosine instead of Sine? On joint D?

dicksonbanda
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Why did you add the external horizontal load with the rest of the vertical loads while calculating for Va... is it permissible?

rodasangma
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Good teaching skills sir explain the problem with side loads

mahendradq
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At joint E why do we have to apply a negative sign again for FDE ? Since it's compression we already know that it's negative.

bernardkoji
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When solving for the moment of D why did it change from the rule of counterclockwise = positive just because it was going right?

cloeystewart
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Omo god thank you so much very good teaching tq

Rose-uyye
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Sir you should take sin for vertical force instead of cos know..

prajwalpg
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Please send a pdf accompanying this tutorial and thank you Stan Academy.

vincentkosgei
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Sir do you have videos of analysis of indeterminate trusses ?

muhammadaqeeldar
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why are we getting VA to be 12
check your calculations

yetsinuamos