= = Compute the vertical displacement of joints B and C for the frame shown in the figure. Given: /= 360 in.4, E= 30,000
Posted: Mon May 16, 2022 7:24 am
= = Compute the vertical displacement of joints B and C for the frame shown in the figure. Given: /= 360 in.4, E= 30,000 kips/in.?, and P = 13 kips. Consider only flexural deformations. A B 7- -8'- P The magnitude of the vertical component of displacement at Cis ocv= in. The magnitude of the vertical component of displacement at B is OBV= in.