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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
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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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 1 50 15 + 60 - All dimensions in mm. All dimensions in mm.
Transcribed Image Text: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 1 50 15 + 60 - All dimensions in mm. All dimensions in mm.
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