60 mm high, 40 mm wide plate with a thickness of 5 mm is loaded
as shown in the figure below. a) Use Mohr's circle to determine the
normal and shear stresses along the diagonal AC. Show the stress
state on the Mohr circle. b) Sketch an element showing the maximum
shear stress state.
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60 mm high, 40 mm wide plate with a thickness of 5 mm is loaded
as...
that's all information I have. . . 1 m 3 m 10 mm- The wide-flange, cantilever...
that's all information I have.
. . 1 m 3 m 10 mm- The wide-flange, cantilever beam is subjected to a 40 KN force at the tip. Construct a Mohr's Circle to determine the principal stresses in the web at Point A. Clearly indicate these stresses on a rotated stress element. Also determine the maximum in-plane shear stress at this location and the absolute maximum shear stress in any direction (if different). 12 mm 250 mm 12 mm 200 mm
A plate 92 mm wide, 184 mm long, and 11.04 mm thick is loaded in tension...
A plate 92 mm wide, 184 mm long, and 11.04 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in the figure below with the crack length of 147 mm. The material is steel with KC = 80 MPa (my(12) and Sy=950 MPa. 7.0 6.0 3.0 40 10 /b=05 1.0 2.0 10 02 0.6 0.8 w/braio Ignoring stress concentration, determine the maximum possible load that can be applied to the...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P - 150 kN. Given the yield stress, Oy -250 MPa and factor of safety, F.S. - 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of...
A plate 125 mm wide, 250 mm long, and 12 mm thick is loaded in tension...
A plate 125 mm wide, 250 mm long, and 12 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in Figure 5-26 (textbook) with a crack length of 31 mm. The material is steel with Kıc = 70 MPa.mo.5 and Sy= 950 Mpa. Determine the maximum possible load that can be applied before the plate has uncontrollable crack growth. a. 202 kN b.314 KN c. 283 kN d. 165 kN...
A plate 125 mm wide, 250 mm long and 12 mm thick is loaded in tension...
A plate 125 mm wide, 250 mm long and 12 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in Figure 5-26 (textbook) with a crack length of 31 mm. The material is steel with KIC - 70 MPa.m0.5 and Sy - 950 Mpa. Determine the maximum possible load that can be applied before the plate has uncontrollable crack growth. 2.314 KN b.283 KN OC 202 KN d. 165 KN...
A plate 95 mm wide, 190 mm long, and 11.4 mm thick is loaded in tension...
A plate 95 mm wide, 190 mm long, and 11.4 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in the figure below with the crack length of 15.2 mm. The material is steel with KIC= 80 MPa (m)(1/2) and Sy= 950 MPa. 6.0 5.0 4.0 3.0 h/b=0.5 1.0 2.0 1.0 0.2 0.4 a/b ratio Ignoring stress concentration, determine the maximum possible load that can be applied to the plate...
A plate 92 mm wide, 184 mm long, and 11.04 mm thick is loaded in tension...
A plate 92 mm wide, 184 mm long, and 11.04 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in the figure below with the crack length of 14.7 mm. The material is steel with KC= 80 MPa (m)(1/2) and Sy=950 MPa 7.0 6,0 5.0 4.0 3.0 /b=0.5 1.0 20 LO 0 02 06 OX 04 w/bratio Ignoring stress concentration, determine the maximum possible load that can be applied to...
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...
3-5 A circular aluminum plate 1 m in diameter and 5 cm in thickness is loaded by a uniform pressu...
Need ANSYS Code
elastic modulus E = 68.9 Gpa
possion ratio v = .33
3-5 A circular aluminum plate 1 m in diameter and 5 cm in thickness is loaded by a uniform pressure of 0.5 Pa distributed over a 0.25 m diameter circle at the center of the plate. The outer edges of the plate are completely fixed from motion. Find the maximum deflection and von Mises stress and their locations.
3-5 A circular aluminum plate 1 m in...
PROBLEM 2: 40% A 6 kN force is exerted on the frame which has the T cross sectio analyze the states of stress at a section taken at 800 mm from the point of n shown below. It is required to 1. Fo...
PROBLEM 2: 40% A 6 kN force is exerted on the frame which has the T cross sectio analyze the states of stress at a section taken at 800 mm from the point of n shown below. It is required to 1. For the given T cross section, find the centroid and the area moment of inertia I,. 2. Draw the free body diagram of the free end of the frame and determine the interna loadings at the centroid of...
that's all information I have.
. . 1 m 3 m 10 mm- The wide-flange, cantilever beam is subjected to a 40 KN force at the tip. Construct a Mohr's Circle to determine the principal stresses in the web at Point A. Clearly indicate these stresses on a rotated stress element. Also determine the maximum in-plane shear stress at this location and the absolute maximum shear stress in any direction (if different). 12 mm 250 mm 12 mm 200 mm
A plate 92 mm wide, 184 mm long, and 11.04 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in the figure below with the crack length of 147 mm. The material is steel with KC = 80 MPa (my(12) and Sy=950 MPa. 7.0 6.0 3.0 40 10 /b=05 1.0 2.0 10 02 0.6 0.8 w/braio Ignoring stress concentration, determine the maximum possible load that can be applied to the...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P - 150 kN. Given the yield stress, Oy -250 MPa and factor of safety, F.S. - 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of...
A plate 125 mm wide, 250 mm long, and 12 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in Figure 5-26 (textbook) with a crack length of 31 mm. The material is steel with Kıc = 70 MPa.mo.5 and Sy= 950 Mpa. Determine the maximum possible load that can be applied before the plate has uncontrollable crack growth. a. 202 kN b.314 KN c. 283 kN d. 165 kN...
A plate 125 mm wide, 250 mm long and 12 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in Figure 5-26 (textbook) with a crack length of 31 mm. The material is steel with KIC - 70 MPa.m0.5 and Sy - 950 Mpa. Determine the maximum possible load that can be applied before the plate has uncontrollable crack growth. 2.314 KN b.283 KN OC 202 KN d. 165 KN...
A plate 95 mm wide, 190 mm long, and 11.4 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in the figure below with the crack length of 15.2 mm. The material is steel with KIC= 80 MPa (m)(1/2) and Sy= 950 MPa. 6.0 5.0 4.0 3.0 h/b=0.5 1.0 2.0 1.0 0.2 0.4 a/b ratio Ignoring stress concentration, determine the maximum possible load that can be applied to the plate...
A plate 92 mm wide, 184 mm long, and 11.04 mm thick is loaded in tension in the direction of the length. The plate contains a crack as shown in the figure below with the crack length of 14.7 mm. The material is steel with KC= 80 MPa (m)(1/2) and Sy=950 MPa 7.0 6,0 5.0 4.0 3.0 /b=0.5 1.0 20 LO 0 02 06 OX 04 w/bratio Ignoring stress concentration, determine the maximum possible load that can be applied to...
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...
Need ANSYS Code
elastic modulus E = 68.9 Gpa
possion ratio v = .33
3-5 A circular aluminum plate 1 m in diameter and 5 cm in thickness is loaded by a uniform pressure of 0.5 Pa distributed over a 0.25 m diameter circle at the center of the plate. The outer edges of the plate are completely fixed from motion. Find the maximum deflection and von Mises stress and their locations.
3-5 A circular aluminum plate 1 m in...
PROBLEM 2: 40% A 6 kN force is exerted on the frame which has the T cross sectio analyze the states of stress at a section taken at 800 mm from the point of n shown below. It is required to 1. For the given T cross section, find the centroid and the area moment of inertia I,. 2. Draw the free body diagram of the free end of the frame and determine the interna loadings at the centroid of...
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