SITUATION 1: A 6-m long fixed-ended beam carries auniformly 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-mb) 55 kN-mc) 65 kN-md) 50 kN-m20. What is the maximum shear?a) 60 kNb) 55 kNc) 65 kNd) 50 kN21. Compute the deflection at midspan.c) 5 mmd) 6 mma) 4 mmb) 7 mm

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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