The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips.Calculate the horizontal shear stress TA at point A, and the vertical shear stress TB at point B.2 in.0.25 in.B3 in.0.20 in.-0.20 in.8 in.FIGURE P9.65

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The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips. Calculate the horizontal shear stress TẠA at point A, and the vertical shear stresS TB at point B. 2 in. 0.25 in. A B 3 in. 0.20 in. -0.20 in. 8 in. FIGURE P9.65

The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips. Calculate the horizontal shear stress TẠA at point A, and the vertical shear stresS TB at point B. 2 in. 0.25 in. A B 3 in. 0.20 in. -0.20 in. 8 in. FIGURE P9.65

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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