A series of 250mm diameter circular poles are to be used as vertical member. Each carrying a compressive load of 6.8 kN acting 150mm from centroidal axis of cross section and a lateral load of 0.45 kN at the top. Given the height and the unit weight of the pole is 3m and 22 kN/m3 respectively, -Determine the maximum tensile stress at the base of the pole. -Determine the maximum compressive stress at the base of the pole. -Calculate the maximum shear stress at the base of the pole.
A series of 250mm diameter circular poles are to be used as vertical member. Each carrying a compressive load of 6.8 kN acting 150mm from centroidal axis of cross section and a lateral load of 0.45 kN at the top. Given the height and the unit weight of the pole is 3m and 22 kN/m3 respectively, -Determine the maximum tensile stress at the base of the pole. -Determine the maximum compressive stress at the base of the pole. -Calculate the maximum shear stress at the base of the pole.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A series of 250mm diameter circular poles are to be used as vertical member. Each carrying a compressive load of 6.8 kN acting 150mm from centroidal axis of cross section and a lateral load of 0.45 kN at the top. Given the height and the unit weight of the pole is 3m and 22 kN/m3 respectively,
-Determine the maximum tensile stress at the base of the pole.
-Determine the maximum compressive stress at the base of the pole.
-Calculate the maximum shear stress at the base of the pole.
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