59: For the beam in Fig. P5.9, determine the extreme value of the shearing force and bending moment at point D due to the concentrated live load of 30 kN, a unifomly distributed live load of 3 kN/m (of any length), and a uniformly distributed dead load of 1 kN/m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
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59. For the beam in Fig. P5.9, determine the extreme value
of the shearing force and bending moment at point D due to
the concentrated live load of 30 kN, a unifomly distributed
live load of 3 kN/m (of any length), and a uniformly
distributed dead load of 1 kN/m.
F
20 m ¥
30 m
30 m 15 m y15 m*
20 m
Transcribed Image Text:59. For the beam in Fig. P5.9, determine the extreme value of the shearing force and bending moment at point D due to the concentrated live load of 30 kN, a unifomly distributed live load of 3 kN/m (of any length), and a uniformly distributed dead load of 1 kN/m. F 20 m ¥ 30 m 30 m 15 m y15 m* 20 m
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9781337630931
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KASSIMALI, Aslam.
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Cengage,