The cantilever beam shown carries a uniform load 5 kN/m on the 3 m portion of the beam and a counterclockwise couple of 60 kN-m acting at 1 m from the fixed support. Assume El = 200 kN-m2 M-60 kN-m Im 2m Compute the slope at B. a. 0.50° b. 1.00⁰ a. 2.35 m b. 1.81 m 5 kN/m 3m Compute the angle of rotation at D. a. 0.4875 rad b. 0.3350 rad Compute the deflection at D. c. 0.00° d. 0.67° c. 0.7778 rad d. 0.5420 rad c. 0.56 m d. 0.91 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The cantilever beam shown carries a uniform load 5 kN/m on the 3 m portion of the beam
and a counterclockwise couple of 60 kN-m acting at 1 m from the fixed support. Assume El =
200 kN-M2
M-60 kN-m
Im
2m
Compute the slope at B.
a. 0.50°
b. 1.00⁰
5 kN/m
3m
Compute the angle of rotation at D.
a. 0.4875 rad
b. 0.3350 rad
Compute the deflection at D.
a. 2.35 m
b. 1.81 m
c. 0.00°
d. 0.67°
c. 0.7778 rad
d. 0.5420 rad
c. 0.56 m
d. 0.91 m
Transcribed Image Text:The cantilever beam shown carries a uniform load 5 kN/m on the 3 m portion of the beam and a counterclockwise couple of 60 kN-m acting at 1 m from the fixed support. Assume El = 200 kN-M2 M-60 kN-m Im 2m Compute the slope at B. a. 0.50° b. 1.00⁰ 5 kN/m 3m Compute the angle of rotation at D. a. 0.4875 rad b. 0.3350 rad Compute the deflection at D. a. 2.35 m b. 1.81 m c. 0.00° d. 0.67° c. 0.7778 rad d. 0.5420 rad c. 0.56 m d. 0.91 m
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