A solid circular pole is subjected to linearly varying distributed force with maximum intensity ao at the base and an axial compressive load P at the top (see figure). @ Find the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 5.7 kN/m, P= 96 kN, and L=8 m. (Assume that the bending moments are not affected by the presence of lateral deflections.) mm

Structural Analysis
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Chapter2: Loads On Structures
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A solid circular pole is subjected to linearly varying distributed force with maximum intensity ao at the base and an axial compressive load P at the top (see figure).
d
90
n
Find the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 5.7 kN/m, P = 96 kN, and L=8 m. (Assume that the bending moments are not affected by the
presence of lateral deflections.)
mm
Transcribed Image Text:A solid circular pole is subjected to linearly varying distributed force with maximum intensity ao at the base and an axial compressive load P at the top (see figure). d 90 n Find the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 5.7 kN/m, P = 96 kN, and L=8 m. (Assume that the bending moments are not affected by the presence of lateral deflections.) mm
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