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SITUATION 1: A 6-m long fixed-ended beam carries a uniformly distributed load of 20 kN/m. Use E = 200 GPa, and I = 67.5 x 106 mm4. 19. Determine the moment at the fixed end. c) 65 kN-m d) 50 kN-m a) 60 kN-m b) 55 kN-m 20. What is the maximum shear? c) 65 kN d) 50 kN a) 60 kN b) 55 kN 21. Compute the deflection at midspan. a) 4 mm b) 7 mm c) 5 mm d) 6 mm

SITUATION 1: A 6-m long fixed-ended beam carries a uniformly distributed load of 20 kN/m. Use E = 200 GPa, and I = 67.5 x 106 mm4. 19. Determine the moment at the fixed end. c) 65 kN-m d) 50 kN-m a) 60 kN-m b) 55 kN-m 20. What is the maximum shear? c) 65 kN d) 50 kN a) 60 kN b) 55 kN 21. Compute the deflection at midspan. a) 4 mm b) 7 mm c) 5 mm d) 6 mm

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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SITUATION 1: A 6-m long fixed-ended beam carries a uniformly distributed load of 20 kN/m. Use E = 200 GPa, and I = 67.5 x 106 mm4. 19. Determine the moment at the fixed end. a) 60 kN-m b) 55 kN-m c) 65 kN-m d) 50 kN-m 20. What is the maximum shear? a) 60 kN b) 55 kN c) 65 kN d) 50 kN 21. Compute the deflection at midspan. c) 5 mm d) 6 mm a) 4 mm b) 7 mm
Transcribed Image Text:SITUATION 1: A 6-m long fixed-ended beam carries a uniformly distributed load of 20 kN/m. Use E = 200 GPa, and I = 67.5 x 106 mm4. 19. Determine the moment at the fixed end. a) 60 kN-m b) 55 kN-m c) 65 kN-m d) 50 kN-m 20. What is the maximum shear? a) 60 kN b) 55 kN c) 65 kN d) 50 kN 21. Compute the deflection at midspan. c) 5 mm d) 6 mm a) 4 mm b) 7 mm
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