A compression load of P = 40 kips is applied to a 4 in. by 4 in. square post, as shown. Determine the normal stress o, perpendicular to plane AB and the shear stress Tnt parallel to plane AB. Assume a = 35°. A a Calculate the normal force N perpendicular to the plane AB and the shear force V parallel to plane AB. Report both answers as positive numbers.

A compression load of P = 40 kips is applied to a 4 in. by 4 in. square post, as shown. Determine the normal stress o, perpendicular to plane AB and the shear stress Tnt parallel to plane AB. Assume a = 35°. A a Calculate the normal force N perpendicular to the plane AB and the shear force V parallel to plane AB. Report both answers as positive numbers.

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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