Analysis of Trusses by Methods of Joints - Problem 1

Same Truss has been analysed by Method of Sections,
• Analysis of Trusses b...
Same Truss has been analysed by Method of Tension Coefficients,
• Analysis of Truss by ...

[@rodasangma575]

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

[@dicksonbanda5731]

Why in Sum in V using Cosine instead of Sine? On joint D?

[@mahendradq726]

Good teaching skills sir explain the problem with side loads

[@Rose-uy6ye]

Omo god thank you so much very good teaching tq

[@Khaǔ-Kanǎn]

Greatest explanation 🎉🎉❤❤

[@bernardkoji8516]

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.

[@prajwalpg5110]

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

[@Stanacademy]

this is an alternate method.

[@cloeystewart4958]

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

[@shiv4658]

Thank you🙏👌

[@vincentkosgei7166]

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

[@muhammadaqeeldar6044]

Sir do you have videos of analysis of indeterminate trusses ?

[@Stanacademy]

Right now I dont have. But I will try to upload in the near future

[@yetsinuamos8189]

why are we getting VA to be 12
check your calculations

[@mwewamwape4414]

He made a mistake at VA there is no moment,V0 should be the one to have the moment

[@uvaraj6328]

What ever his calculation is right only...I solved ,..all internal forces matching with his calculation...

[@Danford_tz]

@@uvaraj6328NOPE He made mistake VA should be 16

[@alolaas4370]

​@@Danford_tz is that correct?