The sign is subjected to a homogeneous pressure of 80 n/m2 (in the negative z–direction of coordinate system provided) and has a weight of 600 n. determine the principal stresses and the absolute maximum shear stress at point a located at the base of the 6 m– vertical pole that supports the sign. the outer radius of the solid pole is 6 cm.
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The sign is subjected to a homogeneous pressure of 80 n/m2 (in the negative z–direction of coordinat...
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