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The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and...
Please show work. M1.13 Force based on inclined plane stresses scenes a 500 P 40 mm a The bar has a 40 mm by 20 mm recta...
Please show work.
M1.13 Force based on inclined plane stresses scenes a 500 P 40 mm a The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and shear stresses on inclined surface a-a must be limited to 55 MPa and 30 MPa, respectively. Determine the magnitude of the maximum axial force P that can be P (kN) (MPa) applied to the bar, and determine the actual normal and shear stresses acting on inclined plane...
Question #2 [12 marks] 15 mm The Figure shows a steel bar of rectangular cross section...
Question #2 [12 marks] 15 mm The Figure shows a steel bar of rectangular cross section (10x40 mm) carries a tensile load P and is attached to a support by means of a round pin of diameter 15 mm. The allowable stresses for the bar in tension and the pin in shear are Gallow -120 MPa and Tallow 60 MPa, respectively. What is the maximum permissible value of 10 mm the load P? 40 mm Question #3 [16 marks] Cross...
A solid steel bar of circular cross section has diameter d = 40 mm, length L...
A solid steel bar of circular cross section has diameter d = 40 mm, length L = 1.3 m and shear modulus of elasticity G = 80 GPa. The bar is subjected to torques T acting at the ends. If the torques have magnitude T = 340 Nm, what is the maximum shear stress in the bar? What is the angle of twist between the ends? If the allowable shear stress is 42 MPa and the allowable angle of twist...
The beam has a rectangular cross section and is made of wood having an allowable
The beam has a rectangular cross section and is made of wood having an allowable (transverse) shear stress of 200 psi. Determine the maximum shear force V that can be permitted by the cross section of the beam.
Problem 5 The cross-sectional area of teh prismatic bar is 0.02 m². If the normal and...
Problem 5 The cross-sectional area of teh prismatic bar is 0.02 m². If the normal and shear stresses on the plane P are o = 1.25 MPa and to = -1.5 MPa, what are the angle ( and the axial force P. Figure 5
1) The allowable bending strength in A-A cross section is Oallow= 150 MPa. Determine the maximum...
1) The allowable bending strength in A-A cross section is Oallow= 150 MPa. Determine the maximum load P where it applied to the bar from point E (40 points). Figure 1 D 600 mm a 300 mm 20 mm В. 50 mm 25 mm 25 mm 25 mm A-A cross section
M15.3 Principal stresses in a rectangular tube scenes The rectangular tube is subjected to a transverse shear force of...
M15.3 Principal stresses in a rectangular tube scenes The rectangular tube is subjected to a transverse shear force of V = 230 kN and a bending moment of M = 530 kN-m, each acting in the directions shown. Determine the bending stress, the transverse shear stress magnitude, the principal stresses, and the maximum shear stress magnitude acting at location H. У Он (MPa) H 550 mm TH (MPa) 65 mm Op1 (MPa) X Op2 (MPa) 12 mm ITmax (MPa) wall...
Cerro 1000 A130 SA The allowable normal stresses on section A- A of a cast iron...
Cerro 1000 A130 SA The allowable normal stresses on section A- A of a cast iron G-Clamp shown in the figure above are 30 MPa in compression and 15 MPa in tension If Ca = 13 mm, C2 = 12 mm and C3 = 80 mm with section properties given as: moment of inertia, 1 = 7.8 x 103 mm 4and cross-sectional area, A= 130 mm2 a) Determine the maximum clamping force, Brat equired for the G-Clamp section to reach...
(50 Marks) a) As part of the product development process for go-kart drive shaft, the engineer has instrumented a critical area of the shaft with a solid bar. A drive shaft bar is designed to car...
(50 Marks) a) As part of the product development process for go-kart drive shaft, the engineer has instrumented a critical area of the shaft with a solid bar. A drive shaft bar is designed to carry a tensile load. The engineer has proposed a circular bar with cross-section having a radius of 2X mm. It carries an axial tensile load of İY0 kN. By using equation; i) Calculate the values of principal stresses at the critical area of the bar....
A cantilever beam, with a rectangular cross section, is subjected to loads P, Q and R,...
A cantilever beam, with a rectangular cross section, is subjected to loads P, Q and R, as illustrated in the figure below. Given, P 100 kN, Q 15 kN and R 10 kN, determine the principal stresses and the maximum in-plane shearing stress at point B. Also, determine the planes on which the principal stresses act, and the planes on which the maximum in-plane shear stress acts. The vertical dimension (depth) of the beam is 120 mm. 40 mmA 2...
Please show work.
M1.13 Force based on inclined plane stresses scenes a 500 P 40 mm a The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and shear stresses on inclined surface a-a must be limited to 55 MPa and 30 MPa, respectively. Determine the magnitude of the maximum axial force P that can be P (kN) (MPa) applied to the bar, and determine the actual normal and shear stresses acting on inclined plane...
Question #2 [12 marks] 15 mm The Figure shows a steel bar of rectangular cross section (10x40 mm) carries a tensile load P and is attached to a support by means of a round pin of diameter 15 mm. The allowable stresses for the bar in tension and the pin in shear are Gallow -120 MPa and Tallow 60 MPa, respectively. What is the maximum permissible value of 10 mm the load P? 40 mm Question #3 [16 marks] Cross...
Problem 5 The cross-sectional area of teh prismatic bar is 0.02 m². If the normal and shear stresses on the plane P are o = 1.25 MPa and to = -1.5 MPa, what are the angle ( and the axial force P. Figure 5
1) The allowable bending strength in A-A cross section is Oallow= 150 MPa. Determine the maximum load P where it applied to the bar from point E (40 points). Figure 1 D 600 mm a 300 mm 20 mm В. 50 mm 25 mm 25 mm 25 mm A-A cross section
M15.3 Principal stresses in a rectangular tube scenes The rectangular tube is subjected to a transverse shear force of V = 230 kN and a bending moment of M = 530 kN-m, each acting in the directions shown. Determine the bending stress, the transverse shear stress magnitude, the principal stresses, and the maximum shear stress magnitude acting at location H. У Он (MPa) H 550 mm TH (MPa) 65 mm Op1 (MPa) X Op2 (MPa) 12 mm ITmax (MPa) wall...
Cerro 1000 A130 SA The allowable normal stresses on section A- A of a cast iron G-Clamp shown in the figure above are 30 MPa in compression and 15 MPa in tension If Ca = 13 mm, C2 = 12 mm and C3 = 80 mm with section properties given as: moment of inertia, 1 = 7.8 x 103 mm 4and cross-sectional area, A= 130 mm2 a) Determine the maximum clamping force, Brat equired for the G-Clamp section to reach...
(50 Marks) a) As part of the product development process for go-kart drive shaft, the engineer has instrumented a critical area of the shaft with a solid bar. A drive shaft bar is designed to carry a tensile load. The engineer has proposed a circular bar with cross-section having a radius of 2X mm. It carries an axial tensile load of İY0 kN. By using equation; i) Calculate the values of principal stresses at the critical area of the bar....
A cantilever beam, with a rectangular cross section, is subjected to loads P, Q and R, as illustrated in the figure below. Given, P 100 kN, Q 15 kN and R 10 kN, determine the principal stresses and the maximum in-plane shearing stress at point B. Also, determine the planes on which the principal stresses act, and the planes on which the maximum in-plane shear stress acts. The vertical dimension (depth) of the beam is 120 mm. 40 mmA 2...
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