5.8: For the cantilever beam in Fig. P5.8, determine the maximum upward vertical reaction and the maximum counterclockwisereaction moment at su pport A due to the concentrated live load of 25 kN, a unifomly distributed live

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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5.8: For the cantilever beam in Fig. P5.8, determine the
maximum upward vertical reaction and the maximum
counterclockwise reaction moment at support A due to the
concentrated live load of 25 kN, a unifomly distributed live
loạd of 2 kN/m, anda uniformly distributed dead load of 0.5
kN/m.
20 m
Figure P5.8
N.m)
(Maximum RA = 75 kN; Maximum MA = 1000 kN.m
!!
Transcribed Image Text:5.8: For the cantilever beam in Fig. P5.8, determine the maximum upward vertical reaction and the maximum counterclockwise reaction moment at support A due to the concentrated live load of 25 kN, a unifomly distributed live loạd of 2 kN/m, anda uniformly distributed dead load of 0.5 kN/m. 20 m Figure P5.8 N.m) (Maximum RA = 75 kN; Maximum MA = 1000 kN.m !!
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