4.8 m 2 m ↓ 1.98 kN Ans. 0 = 33.7°, NA = 3 m 7. Determine the value of P and F to maintain equilibrium of the forces. Ans. P = 165.45lb, F = 412.441b 8. The homogeneous cylinder of weight Wrests in a frictionless right-angled corner. Determine the contact forces NA and NB in terms of W and 0. 0.555W, NB = 0.832W Y P 60° 15 * 30% 300 lb 400 lb 200 lb X

4.8 m 2 m ↓ 1.98 kN Ans. 0 = 33.7°, NA = 3 m 7. Determine the value of P and F to maintain equilibrium of the forces. Ans. P = 165.45lb, F = 412.441b 8. The homogeneous cylinder of weight Wrests in a frictionless right-angled corner. Determine the contact forces NA and NB in terms of W and 0. 0.555W, NB = 0.832W Y P 60° 15 * 30% 300 lb 400 lb 200 lb X

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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