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Beam ABC has fixed supports at A and C and at the midspan point B. It carries a uniform load of 48.6 kN/m. Length of beam from A to C is 15 m. W-48.6 kN/m 7.5 7.5 R ⒸDetermine the max, shear of the beam. a) 156.425 kN c) 178.425 kN b) 168.425 kN d) 182.425 kN Determine the max, the beam. negative moment of a) -371.48 kN.m c) - 467.51 N.m b) - 227.81 kN.m d) 177.35 N.m Determine the max. positive moment of the beam. c) 216.02 kN.m a) 113.91 kN.m b) 125.49 kN.m d) 312.11 kN.m

Beam ABC has fixed supports at A and C and at the midspan point B. It carries a uniform load of 48.6 kN/m. Length of beam from A to C is 15 m. W-48.6 kN/m 7.5 7.5 R ⒸDetermine the max, shear of the beam. a) 156.425 kN c) 178.425 kN b) 168.425 kN d) 182.425 kN Determine the max, the beam. negative moment of a) -371.48 kN.m c) - 467.51 N.m b) - 227.81 kN.m d) 177.35 N.m Determine the max. positive moment of the beam. c) 216.02 kN.m a) 113.91 kN.m b) 125.49 kN.m d) 312.11 kN.m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Beam ABC has fixed supports at A and C and at the midspan point B. It carries a uniform load of 48.6 kN/m. Length of beam from A to C is 15 m. W-48.6 kN/m 7.5 7.5 R Determine the max, shear of the beam. a) 156.425 kN c) 178.425 kN b) 168.425 kN d) 182.425 kN Determine the max. negative moment of the beam. a) - 371.48 kN.m c) - 467.51 N.m b) - 227.81 kN.m d) - 177.35 N.m Determine the max. positive moment of the beam. c) 216.02 kN.m a) 113.91 kN.m b) 125.49 kN.m d) 312.11 kN.m
Transcribed Image Text:Beam ABC has fixed supports at A and C and at the midspan point B. It carries a uniform load of 48.6 kN/m. Length of beam from A to C is 15 m. W-48.6 kN/m 7.5 7.5 R Determine the max, shear of the beam. a) 156.425 kN c) 178.425 kN b) 168.425 kN d) 182.425 kN Determine the max. negative moment of the beam. a) - 371.48 kN.m c) - 467.51 N.m b) - 227.81 kN.m d) - 177.35 N.m Determine the max. positive moment of the beam. c) 216.02 kN.m a) 113.91 kN.m b) 125.49 kN.m d) 312.11 kN.m
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