![Problem 5. (20 pts) The joint is subjected to forces of F and P. The member has a rectangular cross-sectional area of width w 50 mm and thickness t 20 mm. [a 42 cm, b-5 cm, P- 275 N, F 190 N] a) Determine the stress at A. Include sign. b) Determine the magnitude of shear stress at A c) Determine the stress at B. Include sign. d) Determine the magnitude of shear stress at B.](http://img.homeworklib.com/questions/71949340-71bb-11ea-bf44-c96e0b7b0fcf.png?x-oss-process=image/resize,w_560)
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Problem 5. (20 pts) The joint is subjected to forces of F and P. The member...
Questions 5 through 11: FIG 2 shows member of width w and thickness subjected to a...
Questions 5 through 11: FIG 2 shows member of width w and thickness subjected to a tensile force P with two rectangular P glue joints. It is made of a single material with Young's modulus E and Poisson ratio v(shading is used to differentiate the three sections). (Q5 to Q6 1 point each, Q7 to Q11 2 points each) FIG 2 (Questions 5-11) 5) The average shear stress on joint 1 is a) 0 6) The average normal stress on...
15 Section 5, Problem 15 (25 pts.). A member is loaded by forces a, cand d...
15 Section 5, Problem 15 (25 pts.). A member is loaded by forces a, cand d as shown. The member is a hollow member with an outer radius of ro and a wall thickness of t. The member is fixed at ground level where points Fand G occur. Determine: a) the normal and shear stress at point F. b) the normal and shear stress point 02:46:29 Forces: a = 30 (k),c=16 (k), and -17 (K) Dimensions: e = 32 (in.),...
A 2-Dimensional column is subjected to two forces as shown. Sketch the normal stress distribution acting...
A 2-Dimensional column is subjected to two forces as shown. Sketch the normal stress distribution acting over section a-a if the member has a rectangular cross section of width 12 in and thickness 6 in. 2ok -a ITITIIr77 PLAN Visw
Problem 3. (20 pts) Three loads are applied to the short rectangular post shown. The cross-sectional...
Problem 3. (20 pts) Three loads are applied to the short rectangular post shown. The cross-sectional dimensions of the post are also shown. [P, = 95 kN, P, = 185 kN, and P.-75 kN, a-140 mm, b-70 mm, c-65 mm, L,-50 mm, L.-30 mm. LI 30min 160mm Pz Px a) Determine the moment Mx that is needed for calculation of stress at point K b) Determine the moment M2 that is needed for calculation of stress at point K. c)...
can someone help me with this strengths problem? A member is loaded by forces a, c...
can someone help me with this strengths problem?
A member is loaded by forces a, c and d as shown. The member is
a hollow member with an outer radius of r0 and a wall thickness of
t. The member is fixed at ground level where points F and G occur.
Determine:
a) the normal and shear stress at point F.
b) the normal and shear stress at point G
Forces;
a = 30 (k), c= 14 (k), and d...
The flanged member shown below is subjected to an internal axial force of P = 6500...
The flanged member shown below is subjected to an internal axial force of P = 6500 lb, an internal shear force of V = 4500 lb, and an internal bending moment of M = 19200 lb-ft, acting in the directions shown. d M Iw y HI a y Ilk thu The dimensions of the cross section are: bf = 8.0 in. tp = 0.61 in. d = 11.0 in. tw = 0.38 in. The cross-sectional area of the flanged shape...
two-member truss is subjected to a load P 8000 N. Me mber 1-2 is 400 mm...
two-member truss is subjected to a load P 8000 N. Me mber 1-2 is 400 mm long. 4.12. A ember 1-3 was manufactured to be 505 mm long instead of 500 mm. However, it was forced into place. Determine stresses in the members assuming that member 1-3 was manufactured to its correct (a) the length of 500 mm load P, of course). pression in the text.) Take cross-sectional areas 750 mm2, E 200 GPa (b) thestresses in the members as...
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...
A rigid member ABC is subjected to a 20 kN vertical force and is attached to a base by four vertical bars and four pins...
A rigid member ABC is subjected to a 20 kN vertical force and is attached to a base by four vertical bars and four pins as shown below. All vertical bars are identical with rectangular cross sections (80 mm x 20 mm), and each of the four pins has a 24-mm diameter. Determine the maximum value of the average normal stress in each of the vertical bars 0.4 m C 0.25 m 0.2 m 20 kN A
A rigid member...
Problem 5. (20 pts) A vertical propane tank with an outside diameter of D 300 mm...
Problem 5. (20 pts) A vertical propane tank with an outside diameter of D 300 mm and a wall-thickness of t-9 mm is subjected to a horizontal force of P 41 kN. The gage pressure inside the tank is 7 MPa. [D-300 mm, te9 mm, P 41 kN] a) Determine the maximum normal stress at point K b) Determine the shear stress produced by the applied force. c) Determine the maximum shear stress in the 3d stress element.
Questions 5 through 11: FIG 2 shows member of width w and thickness subjected to a tensile force P with two rectangular P glue joints. It is made of a single material with Young's modulus E and Poisson ratio v(shading is used to differentiate the three sections). (Q5 to Q6 1 point each, Q7 to Q11 2 points each) FIG 2 (Questions 5-11) 5) The average shear stress on joint 1 is a) 0 6) The average normal stress on...
15 Section 5, Problem 15 (25 pts.). A member is loaded by forces a, cand d as shown. The member is a hollow member with an outer radius of ro and a wall thickness of t. The member is fixed at ground level where points Fand G occur. Determine: a) the normal and shear stress at point F. b) the normal and shear stress point 02:46:29 Forces: a = 30 (k),c=16 (k), and -17 (K) Dimensions: e = 32 (in.),...
A 2-Dimensional column is subjected to two forces as shown. Sketch the normal stress distribution acting over section a-a if the member has a rectangular cross section of width 12 in and thickness 6 in. 2ok -a ITITIIr77 PLAN Visw
Problem 3. (20 pts) Three loads are applied to the short rectangular post shown. The cross-sectional dimensions of the post are also shown. [P, = 95 kN, P, = 185 kN, and P.-75 kN, a-140 mm, b-70 mm, c-65 mm, L,-50 mm, L.-30 mm. LI 30min 160mm Pz Px a) Determine the moment Mx that is needed for calculation of stress at point K b) Determine the moment M2 that is needed for calculation of stress at point K. c)...
can someone help me with this strengths problem?
A member is loaded by forces a, c and d as shown. The member is
a hollow member with an outer radius of r0 and a wall thickness of
t. The member is fixed at ground level where points F and G occur.
Determine:
a) the normal and shear stress at point F.
b) the normal and shear stress at point G
Forces;
a = 30 (k), c= 14 (k), and d...
The flanged member shown below is subjected to an internal axial force of P = 6500 lb, an internal shear force of V = 4500 lb, and an internal bending moment of M = 19200 lb-ft, acting in the directions shown. d M Iw y HI a y Ilk thu The dimensions of the cross section are: bf = 8.0 in. tp = 0.61 in. d = 11.0 in. tw = 0.38 in. The cross-sectional area of the flanged shape...
two-member truss is subjected to a load P 8000 N. Me mber 1-2 is 400 mm long. 4.12. A ember 1-3 was manufactured to be 505 mm long instead of 500 mm. However, it was forced into place. Determine stresses in the members assuming that member 1-3 was manufactured to its correct (a) the length of 500 mm load P, of course). pression in the text.) Take cross-sectional areas 750 mm2, E 200 GPa (b) thestresses in the members as...
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...
A rigid member ABC is subjected to a 20 kN vertical force and is attached to a base by four vertical bars and four pins as shown below. All vertical bars are identical with rectangular cross sections (80 mm x 20 mm), and each of the four pins has a 24-mm diameter. Determine the maximum value of the average normal stress in each of the vertical bars 0.4 m C 0.25 m 0.2 m 20 kN A
A rigid member...
Problem 5. (20 pts) A vertical propane tank with an outside diameter of D 300 mm and a wall-thickness of t-9 mm is subjected to a horizontal force of P 41 kN. The gage pressure inside the tank is 7 MPa. [D-300 mm, te9 mm, P 41 kN] a) Determine the maximum normal stress at point K b) Determine the shear stress produced by the applied force. c) Determine the maximum shear stress in the 3d stress element.
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