Analysis of Trusses by Methods of Joints - Problem 1
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- เผยแพร่เมื่อ 10 ก.พ. 2025
- 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 ...
Sir you should take sin for vertical force instead of cos know..
this is an alternate method.
Good teaching skills sir explain the problem with side loads
Why did you add the external horizontal load with the rest of the vertical loads while calculating for Va... is it permissible?
clockwise is negative and anticlockwise is positive. What convention are you using?
Greatest explanation 🎉🎉❤❤
Why in Sum in V using Cosine instead of Sine? On joint D?
Omo god thank you so much very good teaching tq
Please send a pdf accompanying this tutorial and thank you Stan Academy.
When solving for the moment of D why did it change from the rule of counterclockwise = positive just because it was going right?
Thank you🙏👌
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.
Shouldn't joint BF consider the 16kn or no?
Vo joint hi hai
Sir do you have videos of analysis of indeterminate trusses ?
Right now I dont have. But I will try to upload in the near future
why are we getting VA to be 12
check your calculations
He made a mistake at VA there is no moment,V0 should be the one to have the moment
What ever his calculation is right only...I solved ,..all internal forces matching with his calculation...
@@uvaraj6328NOPE He made mistake VA should be 16
@@Danford_tz is that correct?
@@alolaas4370 the video's answer correct since if you take the moment at A Dv will be 16KN whilst Av will be 12KN