In the given figure, support A rotates 0.002 rad and support Csettles 0.7 in. Given: /= 144 in.4 and E= 29,000 kips/in.². 10.002 rad B le 12' to NOTE: This is a multi-pert question. Once an answer is submitted, you will be unable to return to this part. 15' Determine the member-end moments for the beam. The member-end moment (MAB) is kip-ft. The member-end moment (MBA) is kip-ft.
In the given figure, support A rotates 0.002 rad and support Csettles 0.7 in. Given: /= 144 in.4 and E= 29,000 kips/in.². 10.002 rad B le 12' to NOTE: This is a multi-pert question. Once an answer is submitted, you will be unable to return to this part. 15' Determine the member-end moments for the beam. The member-end moment (MAB) is kip-ft. The member-end moment (MBA) is kip-ft.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:In the given figure, support A rotates 0.002 rad and support C settles 0.7 in. Given: /= 144 in.4 and E= 29,000 kips/in.2.
10.002 rad
B
le 12'
to
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
15'
Determine the member-end moments for the beam.
The member-end moment (MAB) is
kip-ft.
The member-end moment (MBA) is
kip-ft.
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