ction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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Determine the following unknowns on the beam shown below using Area-Moment Method. 
Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. 


a. Vertical Reaction at B in kN.
b. Moment Reaction at A in kN-m.
c. Deflection at point C in mm.
d. Deflection at midspan of AB in mm.

Value
a = 3.7
b = 26
c = 29

Thank you very much!

c kN
b kN/m
10 kN/m
A
В.
"a" m
3 m
Transcribed Image Text:c kN b kN/m 10 kN/m A В. "a" m 3 m
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