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

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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Question

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.
B
3 in.
0.20 in.
-0.20 in.
8 in.
FIGURE P9.65

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