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,...





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<br>870 lb/ft.<br>60<br>3 ft<br>30*<br>6ft<br>Part A<br>Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beam,<br>Express your answers, separated by commas, to three significant figures.<br>Hνα ΑΣφ<br>?<br>vec<br>Vib =, Nb =, Mb<br>kip, kip, kip-ft<br>Submit<br>Previous Answers Request Answer<br>

Extracted 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

Jun 11, 2022
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