The beam is supporting a distributed load of w =870 lb/ft. 111 b. 3ft 30° 6ft Part A Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beam. Express your answers, separated by commas, to three significant figures. vec Vi-b =, N-b =, M, kip, kip, kip-ft Submit Previous Answers Request Answer

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam is supporting a distributed load of w=870 lb/ft.

Determine the magnitudes of the resultant internal loadings acting on section b–b through the centroid C on the beam.
Express your answers, separated by commas, to three significant figures.
The beam is supporting a distributed load of w
870 lb/ft.
60
3 ft
30*
6ft
Part A
Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beam,
Express your answers, separated by commas, to three significant figures.
Hνα ΑΣφ
?
vec
Vib =, Nb =, Mb
kip, kip, kip-ft
Submit
Previous Answers Request Answer
Transcribed Image Text:The beam is supporting a distributed load of w 870 lb/ft. 60 3 ft 30* 6ft Part A Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beam, Express your answers, separated by commas, to three significant figures. Hνα ΑΣφ ? vec Vib =, Nb =, Mb kip, kip, kip-ft Submit Previous Answers Request Answer
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