A cantilever solid pole 280 mm in diameter and 3m high weighs 22kN/m³. The pole is subjected to the following: vertical load, P = 3kN at an eccentricity, e = 100 mm from the centroid of the section; lateral force, H = 0.45KN at the top of the pole increasing the base moment. 57. What is the maximum compressive stress at the base? c. 0.65 MPa d. 0.52 MPa а. 0.75 MPа b. 0.88 MPa 58. What is the maximum tensile stress at the base? с. О.75 МPа d. 0.65 MPa а. 0.88 MPа b. 0.52 MPa 59. What is the maximum shearing stress in the pole? а. 9.7 КРа b. 5.4 КРа с. 13.2 КРа d. 11.5 kPa

A cantilever solid pole 280 mm in diameter and 3m high weighs 22kN/m³. The pole is subjected to the following: vertical load, P = 3kN at an eccentricity, e = 100 mm from the centroid of the section; lateral force, H = 0.45KN at the top of the pole increasing the base moment. 57. What is the maximum compressive stress at the base? c. 0.65 MPa d. 0.52 MPa а. 0.75 MPа b. 0.88 MPa 58. What is the maximum tensile stress at the base? с. О.75 МPа d. 0.65 MPa а. 0.88 MPа b. 0.52 MPa 59. What is the maximum shearing stress in the pole? а. 9.7 КРа b. 5.4 КРа с. 13.2 КРа d. 11.5 kPa

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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57) 0.88 MPa

58) 0.65 MPa

59) 9.7 KPa

SITUATION 19.
A cantilever solid pole 280 mm in diameter and 3m high weighs 22kN/m³. The pole is subjected to the
following: vertical load, P = 3kN at an eccentricity, e = 100 mm from the centroid of the section; lateral
force, H = 0.45KN at the top of the pole increasing the base moment.
57. What is the maximum compressive stress at the base?
а. 0.75 MPа
c. 0.65 MPa
d. 0.52 MPa
b. 0.88 MPa
58. What is the maximum tensile stress at the base?
с. 0.75 MPа
d. 0.65 MPa
а. 0.88 MPа
b. 0.52 MPа
59. What is the maximum shearing stress in the pole?
а. 9.7 КРа
b. 5.4 KPa
c. 13.2 kPa
d. 11.5 kPa

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