300 mm 30 kN/m 50 mm 40 kN c 50 mm A 350 mm 4 m 2 m 2 m 50 mm 200 mm a. Draw the shear diagram of the beam. b. Draw the moment diagram of the beam. c. What is the magnitude of the maximum moment? d. What is the maximum flexural stress acting on the beam? e. Draw the flexural stress diagram of the beam. f. What is the magnitude of the maximum shear? g. What is the maximum shear stress acting on the beam? h. Draw the shear stress diagram of the beam. i. Determine the maximum deflection if E = 8 GPa. %3D

300 mm 30 kN/m 50 mm 40 kN c 50 mm A 350 mm 4 m 2 m 2 m 50 mm 200 mm a. Draw the shear diagram of the beam. b. Draw the moment diagram of the beam. c. What is the magnitude of the maximum moment? d. What is the maximum flexural stress acting on the beam? e. Draw the flexural stress diagram of the beam. f. What is the magnitude of the maximum shear? g. What is the maximum shear stress acting on the beam? h. Draw the shear stress diagram of the beam. i. Determine the maximum deflection if E = 8 GPa. %3D

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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