Truss Analysis by Method of Sections Solved Example, Engineers Academy

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Engineering Statics by Meriam and Kraige
Chapter 4: Method of sections
Truss Analysis by Method of Sections Solved Example Hibbeler Statics - Chapter Playlists

[bienramos]

You take the moment from G..but you are not considered the force 10kn on point I..which is 8 m from G..

[forstudies]

Thanks for beautiful explaination sir..

[muhammadaleemadil]

Sir we can also take aplha = 45° and find CK directly

[Memo]

16:01 there is a mistake that you've done. CJ force is not 12m far from point A. It is 8m far from point A.