A solid circular pole has a height of 3 m and a diameter of 250 mm. The pole carries a compressive load of 3000N at an eccentricity of 100mm and a lateral force of 450 N at its top. The unit weight of the pole is 22 KN/m3. Compute for the maximum compressive stress at the base of the pole. Compute for the maximum tensile stress at the base of the pole. Compute for the maximum shearing stress at the base of the pole.
A solid circular pole has a height of 3 m and a diameter of 250 mm. The pole carries a compressive load of 3000N at an eccentricity of 100mm and a lateral force of 450 N at its top. The unit weight of the pole is 22 KN/m3.
Compute for the maximum compressive stress at the base of the pole.
Compute for the maximum tensile stress at the base of the pole.
Compute for the maximum shearing stress at the base of the pole.
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A solid circular pole has a height of 3 m and a diameter of 250 mm. The pole carries a compressive load of 3000N at an eccentricity of 100mm and a lateral force of 450 N at its top. The unit weight of the pole is 22 KN/m3.
Compute for the maximum compressive stress at the base of the pole.
Compute for the maximum tensile stress at the base of the pole.
Compute for the maximum shearing stress at the base of the pole.
A solid circular pole has a height of 3 m and a diameter of 250 mm. The pole carries a compressive load of 3000N at an eccentricity of 100mm and a lateral force of 450 N at its top. The unit weight of the pole is 22 KN/m3.
Compute for the maximum compressive stress at the base of the pole.
Compute for the maximum tensile stress at the base of the pole.
Compute for the maximum shearing stress at the base of the pole.
Can i get the step by step solutions? it's difficult to understand in a text.
write in the paper instead and take a picture of it. thank you