= = Compute the vertical displacement of joints B and C for the frame shown in the figure. Given: /= 360 in.4, E= 30,000

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= = Compute the vertical displacement of joints B and C for the frame shown in the figure. Given: /= 360 in.4, E= 30,000

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Compute The Vertical Displacement Of Joints B And C For The Frame Shown In The Figure Given 360 In 4 E 30 000 1
Compute The Vertical Displacement Of Joints B And C For The Frame Shown In The Figure Given 360 In 4 E 30 000 1 (94.19 KiB) Viewed 52 times
= = 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.
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