Find the external reactions at supports A (roller) and B (hinge) for the beam shown in the figure. 300 lb/ft 16' 1500 lb-ft -6- 1200 lb B
Find the external reactions at supports A (roller) and B (hinge) for the beam shown in the figure. 300 lb/ft 16' 1500 lb-ft -6- 1200 lb B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For equation 1, RB+RA=1500. So how did you get RB=2580-50700, RB=-48120 lb ?
Also for moment at point B, if 1500 lb-ft is clockwise. How is it positive in moment at point B?
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