A solid circular pole is subjected to linearly varying distributed force with maximum intensity o at the base and an axial compressive load P at the top (see figure). Find the required diameter d of the pole if the maximum allowable normal stress is 150 MPa. Let go = 6.5 kN/m, P = 70 kN, and L = 3 m. 5.12-2 A solid circular pole is subjected to linearlyvarying distributed force with maximum intensity q,at the base and an axial compressive load P at the top(see figure). Find the required diameter d of the poleif the maximum allowable normal stress is 150 MPa.Let qo = 6.5 kN/m, P = 70 kN, and L = 3 m.L90

The maximum allowable stress is σallow=150 MPa. The length of the pole is L=3 m. The linearly…

5.12-2 A solid circular pole is subjected to linearly varying distributed force with maximum intensity q. at the base and an axial compressive load Pat the top (see figure). Find the required diameter d of the pole if the maximum allowable normal stress is 150 MPa. Let q, = 6.5 kN/m, P = 70 kN, and L = 3 m. L 90

5.12-2 A solid circular pole is subjected to linearly varying distributed force with maximum intensity q. at the base and an axial compressive load Pat the top (see figure). Find the required diameter d of the pole if the maximum allowable normal stress is 150 MPa. Let q, = 6.5 kN/m, P = 70 kN, and L = 3 m. L 90

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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