A pole is fixed at the base and is subjected to a linearly varying distributed force with maximum intensity of 9, and an axial compressive loadP = 22 kips at the top (see figure). 10 ft 40 = 400 lb/ft/A The pole has a circular cross section with an outer diameter of 5.5 in. and an inner diameter of 5.0 in. Find the normal stresses on the surface of the pole at the base at locations A and B. (Assume that the bending moment is not affected by the presence of lateral deflections. Enter your answers in ksi. Use the statics sign convention. Assume that the +x-axis is to the right.) ksi ksi

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.12.2P: A solid circular pole is subjected to linearly varying distributed force with maximum intensity q0at...
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A pole is fixed at the base and is subjected to a linearly varying distributed force with maximum intensity of 9, and an axial
compressive load P = 22 kips at the top (see figure).
dz
10 ft
B.
90 = 400 Ib/ft /A B
The pole has a circular cross section with an outer diameter of 5.5 in. and an inner diameter of 5.0 in. Find the normal
stresses on the surface of the pole at the base at locations A and B. (Assume that the bending moment is not affected by
the presence of lateral deflections. Enter your answers in ksi. Use the statics sign convention. Assume that the +x-axis is to
the right.)
ksi
ksi
Transcribed Image Text:A pole is fixed at the base and is subjected to a linearly varying distributed force with maximum intensity of 9, and an axial compressive load P = 22 kips at the top (see figure). dz 10 ft B. 90 = 400 Ib/ft /A B The pole has a circular cross section with an outer diameter of 5.5 in. and an inner diameter of 5.0 in. Find the normal stresses on the surface of the pole at the base at locations A and B. (Assume that the bending moment is not affected by the presence of lateral deflections. Enter your answers in ksi. Use the statics sign convention. Assume that the +x-axis is to the right.) ksi ksi
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