A solid circular pole is subjected to linearly varying distributed force with maximum intensity qo at the base and an axial compressive load Pat the top (see figure). 90 d Ⓡ Find the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 6.9 kN/m, P = 80 kN, and L = 6 m. (Assume that the bending moments are not affected by the presence of lateral deflections.) mm

A solid circular pole is subjected to linearly varying distributed force with maximum intensity qo at the base and an axial compressive load Pat the top (see figure). 90 d Ⓡ Find the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 6.9 kN/m, P = 80 kN, and L = 6 m. (Assume that the bending moments are not affected by the presence of lateral deflections.) mm

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.3P: The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and...

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