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'.

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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 10ʻ mmt.
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 10ʻ mmt.
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