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 × 10° mm', (Ans. 1164 MPa; 11 MPa; 2.76 MPa] - 200 Flange 50 15 + +15 250 +Web 120 15 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 × 10° mm', (Ans. 1164 MPa; 11 MPa; 2.76 MPa] - 200 Flange 50 15 + +15 250 +Web 120 15 All dimensions in mm. All dimensions in mm.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.

Question

9:..
المستند )8(
19. AT-section of a beam, as shown in Fig. 5.44, s 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
250
+ Web
120
50 -
15
+ 60
All dimensions in mm.
All dimensions in mm.
E E A eUI B
...

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