10 kN/m B 20 KN 4 m 2 m 2 m 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. Design a rectangular section with proportions d = 2b for the maximum moment if Fb = 15 MPa. e. What is the magnitude of the maximum shear? f. Design a rectangular section with proportions d = 2b for the maximum shear if Fv = 1.5 MPa. g. Design a rectangular section with proportions d = 2b if the maximum deflection should not exceed 20 mm. Use E = 7.3 GPa.

10 kN/m B 20 KN 4 m 2 m 2 m 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. Design a rectangular section with proportions d = 2b for the maximum moment if Fb = 15 MPa. e. What is the magnitude of the maximum shear? f. Design a rectangular section with proportions d = 2b for the maximum shear if Fv = 1.5 MPa. g. Design a rectangular section with proportions d = 2b if the maximum deflection should not exceed 20 mm. Use E = 7.3 GPa.

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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