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
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Chapter2: Loads On Structures
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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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