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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Transcribed Image Text: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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