The rod has a diameter of 40 mm. It is subjected to the force system Fx=1100 N, Fy=500 N, Fz=900 N. A) Determine the normal stress that acts at point A. B) Determine the shear stress (τA)xy that acts at point A. C)Determine the shear stress (τA)xz that acts at point A.

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a.) Determine the normal strain across line ABb.)Determine average shear strains at corners C and D Draw a free-body diagram

Q) Two steel rods (E= 206.84 Gpsi) are attached to rigid supports at A and B and connected to each other at C, All connections are smooth pins, The rod have (25.4 x25.4 mm) square cross-section, A 444.822 KN vertical force is applied at C. Determine the axial stress and the elongation of rod AC. 274.3 cm 131.9 em 274.3 cm 1444.8 KN

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3. a) In the composite spring shown, Spring 1 has a mean coil diameter of 36 mm and a wire diameter of 3mm. Determine the wire diameter of spring 2 if it has a mean coil diameter of 24mm and the maximum shear stress in the two springs is to be the same. 20.25N B Spring 2 Spring 1 b) If G=80 GPa and points A and B moved through 14mm and 19,94mm respectively determine: i. the number of coils in each spring ii. the effective stiffness of the composite spring

The state of stress at a point in a member is shown on the element. Take σx= 98 MPa, σy= 50 MPa, τxy= 35 MPa in the directions shown. Solve the problem using the stress transformation equations. A) Determine the normal stress component acting on the inclined plane AB. B) Determine the shear stress component acting on the inclined plane AB.

F₁ = 250 N 45% 60¹¹ 60 Mad 45 40° 120 F₁ = 800 N 60° F2=100N y An anchor is subjected to the stresses shown determine the magnitude and coordinate angles of direction of the resulting force a F= B=

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Solve the problem using the stress transformation equations. Suppose that σx= 92 MPa, σy= 46 MPa, τxy= 36 MPa in the directions shown. A) Determine the normal stress component acting on the plane AB. B) Determine the shear stress component acting on the plane AB.