Consider the following section: .Cp2 G Cp1 P 3) For a compression force applied on the centre of pressure Cp1, the σ component of the stress tensor in point P is: a) negative (compression); b) positive (tension); c) zero. 4) For a tension force applied on the centre of pressure Cp2, the σ component of the stress tensor in point P is: a) negative (compression); b) positive (tension); c) zero. 5) For a shear force Ty applied on G, the Tzy component due to torque of the stress tensor in point P is: a) parabolic, maximum value in P; b) linear; c) zero.
Consider the following section: .Cp2 G Cp1 P 3) For a compression force applied on the centre of pressure Cp1, the σ component of the stress tensor in point P is: a) negative (compression); b) positive (tension); c) zero. 4) For a tension force applied on the centre of pressure Cp2, the σ component of the stress tensor in point P is: a) negative (compression); b) positive (tension); c) zero. 5) For a shear force Ty applied on G, the Tzy component due to torque of the stress tensor in point P is: a) parabolic, maximum value in P; b) linear; c) zero.
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