Compute the vertical deflection of joint \(C\) in Figure P8.36.

In member \(A B C\) consider only the strain energy associated with bending. Given: \(I_{A C}=340 \mathrm{in} .^{4}\), \(A_{B D}=5\) in. \({ }^{2}\). How much should bar \(B D\) be lengthened to eliminate the vertical deflection of point \(C\) when the 16-kip load acts?

Transcribed Image Text:

9' 12'- B 6'- 16 kips C