Deflection of Trusses - Unit Load Method- Problem No 1 - Horizontal Deflection & Vertical Deflection

[@jasondinosoccer]

11:06 - Please correct me if I am wrong, but your horizontal equation here is incorrect. You must also have -FDE*sin(51.34) in that equation which changes the solution.

[@Stanacademy]

But FDE is zero. No no need to consider that

[@gokulkrishna7857]

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