19. AT-section of a beam, as shown in Fig. 5.44, is subjected to a vertical shear force of 100 kN. Calcu- late the shear stress at the neutral axis and at the junction of the web and the flange. The moment of inertia at the neutral axis is 113.4 x 10° mm. [Ans. 11.64 MPa; 11 MPa; 2.76 MPa] - 200 - - 60 Flange 50 15 15 120 250 Web 150 15 E 60 All dimensions in mm. All dimensions in mm.

19. AT-section of a beam, as shown in Fig. 5.44, is subjected to a vertical shear force of 100 kN. Calcu- late the shear stress at the neutral axis and at the junction of the web and the flange. The moment of inertia at the neutral axis is 113.4 x 10° mm. [Ans. 11.64 MPa; 11 MPa; 2.76 MPa] - 200 - - 60 Flange 50 15 15 120 250 Web 150 15 E 60 All dimensions in mm. All dimensions in 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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