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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