A tee-shaped flexural member is subjected to an internal axial force of P = 4,000 N, an internal shear force of V = 3500 N, and an internal bending moment of M = 1770 N-m, as shown. If the moment of inertia about the z axis is 8,840,000 mm4 and the centroid of the section is located 95 mm above the bottom surface of the beam, determine the normal stress σy at point H.
-0.412 MPa
-0.615 MPa
0.000 MPa
-0.682 MPa
-0.584 MPa
which answer from above
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A tee-shaped flexural member is subjected to an internal axial
force of P = 4,000 N,...
- how Attempt History Current Attempt in Progress X Your answer is incorrect. Aflanged-shaped flexural member...
- how Attempt History Current Attempt in Progress X Your answer is incorrect. Aflanged-shaped flexural member is subjected to an internal axial force of P - 10.2 kN, an internal shear force of V - 14.6 kN, and an internal bending moment of M-2.1 kN-m, as shown. If the centraid is 29.29 mm above the bottom edge and the moment of inertia about the z axis is 511,283 mm, determine the normal stress oy at point K. 35 mm 6...
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...
56.5 Mpa The internal shear force V at a certain section of a steel beam is...
56.5 Mpa
The internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,867,500 mm. Determine the horizontal shear stress at point H, which is located L = 55 mm below the centroid. 15 mm 80 KN 10 mm 210 mm 210 mm O 41.0 MPa 48.5 MPa O 29.3 MPa O 37.1 MPa 56 5 MD
Determ ine the internal forces at point J for the structure shown, where member BD can...
Determ ine the internal forces at point J for the structure shown, where member BD can only carry axial forces. Take the dimension a 176 mm and the external load P 500 M a mm 225 mm B 120 mm 225 mm A P NV 135 mm axial force: Number Units (tolerance 1 N, magnitude only) FJ shear force: SF= Number Units (tolerance 1 N, magnitude only) bending moment Number Units (tolerance 100 N mm, magnitude only) BMJ
Determ ine...
For the frame and loading P 330 lb shown, determine the internal forces (axial force, shearing...
For the frame and loading P 330 lb shown, determine the internal forces (axial force, shearing force, and bending moment) at Point Jof the structure indicated. (Round the final answer to the nearest whole number.) 14 2 in. 4 in. 4in 2 1 in. 2 in The axial force F is The shear force V is The bending moment M is lb. lb-in. acting in the (Click to select) direction.
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...
Question 1 An end capped cylindrical pressure vessel with internal pressure p = fully supported at...
Question 1 An end capped cylindrical pressure vessel with internal pressure p = fully supported at one end, is also subjected to a force F= 10 kN in the y direction at the other end as shown. The internal diameter of the pressure vessel is d= 160 mm and its thickness is t= 10 mm 3 MPa, assumed to be Determine the magnitudes of the stress components in x, y and z coordinates at points H and K and sketch...
Do all questions that are wrong or unfilled and please circle answers Chapter 12, Reserve Problem...
Do all questions that are wrong or unfilled
and please circle answers
Chapter 12, Reserve Problem 052 (Multistep) Part 1 Correct A flanged-shaped flexural member is subjected to an internal axial force of 17.9 kN, an internal shear force of 12.0 kN, and an internal bending moment of 1.9 kN-m, as shown. Assume b = 34 mm, b2 = 52 mm, dy = dx = 13 mm, ti = ta = ty = 7 mm, d = 65 mm. Determine...
A column with a wide-flange section has a flange width b = 400 mm , height...
A column with a wide-flange section has a flange width
b = 400 mm , height h = 400 mm , web thickness
tw = 13 mm , and flange thickness
tf = 21 mm (Figure 1). Calculate the stresses at
a point 65 mm above the neutral axis if the section supports a
tensile normal force N = 3 kN at the centroid, shear force
V = 7.4 kN , and bending moment M = 4 kN⋅m as
shown...
Question 1 An end capped cylindrical pressure vessel with internal pressure p = fully supported at...
Question 1 An end capped cylindrical pressure vessel with internal pressure p = fully supported at one end, is also subjected to a force F= 10 kN in the y direction at the other end as shown. The internal diameter of the pressure vessel is d= 160 mm and its thickness is t= 10 mm 3 MPa, assumed to be Determine the magnitudes of the stress components in x, y and z coordinates at points H and K and sketch...
- how Attempt History Current Attempt in Progress X Your answer is incorrect. Aflanged-shaped flexural member is subjected to an internal axial force of P - 10.2 kN, an internal shear force of V - 14.6 kN, and an internal bending moment of M-2.1 kN-m, as shown. If the centraid is 29.29 mm above the bottom edge and the moment of inertia about the z axis is 511,283 mm, determine the normal stress oy at point K. 35 mm 6...
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...
56.5 Mpa
The internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,867,500 mm. Determine the horizontal shear stress at point H, which is located L = 55 mm below the centroid. 15 mm 80 KN 10 mm 210 mm 210 mm O 41.0 MPa 48.5 MPa O 29.3 MPa O 37.1 MPa 56 5 MD
Determ ine the internal forces at point J for the structure shown, where member BD can only carry axial forces. Take the dimension a 176 mm and the external load P 500 M a mm 225 mm B 120 mm 225 mm A P NV 135 mm axial force: Number Units (tolerance 1 N, magnitude only) FJ shear force: SF= Number Units (tolerance 1 N, magnitude only) bending moment Number Units (tolerance 100 N mm, magnitude only) BMJ
Determ ine...
For the frame and loading P 330 lb shown, determine the internal forces (axial force, shearing force, and bending moment) at Point Jof the structure indicated. (Round the final answer to the nearest whole number.) 14 2 in. 4 in. 4in 2 1 in. 2 in The axial force F is The shear force V is The bending moment M is lb. lb-in. acting in the (Click to select) direction.
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...
Question 1 An end capped cylindrical pressure vessel with internal pressure p = fully supported at one end, is also subjected to a force F= 10 kN in the y direction at the other end as shown. The internal diameter of the pressure vessel is d= 160 mm and its thickness is t= 10 mm 3 MPa, assumed to be Determine the magnitudes of the stress components in x, y and z coordinates at points H and K and sketch...
Do all questions that are wrong or unfilled
and please circle answers
Chapter 12, Reserve Problem 052 (Multistep) Part 1 Correct A flanged-shaped flexural member is subjected to an internal axial force of 17.9 kN, an internal shear force of 12.0 kN, and an internal bending moment of 1.9 kN-m, as shown. Assume b = 34 mm, b2 = 52 mm, dy = dx = 13 mm, ti = ta = ty = 7 mm, d = 65 mm. Determine...
A column with a wide-flange section has a flange width
b = 400 mm , height h = 400 mm , web thickness
tw = 13 mm , and flange thickness
tf = 21 mm (Figure 1). Calculate the stresses at
a point 65 mm above the neutral axis if the section supports a
tensile normal force N = 3 kN at the centroid, shear force
V = 7.4 kN , and bending moment M = 4 kN⋅m as
shown...
Question 1 An end capped cylindrical pressure vessel with internal pressure p = fully supported at one end, is also subjected to a force F= 10 kN in the y direction at the other end as shown. The internal diameter of the pressure vessel is d= 160 mm and its thickness is t= 10 mm 3 MPa, assumed to be Determine the magnitudes of the stress components in x, y and z coordinates at points H and K and sketch...
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