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Problem 3: 10 points St Frame ABCDE is subjected to the loading shown. A flaw in...
4. The shown cantilever beam has a 4" x 3" rectangular cross section. It is loaded at its free end with a verti...
4. The shown cantilever beam has a 4" x 3" rectangular cross section. It is loaded at its free end with a vertical load of 400 lb (-y direction) and a horizontal load of 500 lb (+x direction), as shown in the figure. You are considering a cut 10 in away from the free end of the cantilever. In the cross section of the cut, point B resides at the side surface of the beam 1 in away from it...
Questions 5-8 A steel frame shown below is subjected to combined uniformly distributed gravity load (w...
Questions 5-8
A steel frame shown below is subjected to combined uniformly distributed gravity load (w 2 kips/f) and a horizontal earthquake load of H-10 kips Both the beams and the columns are made of W12x120 section having a yield strength of F 45 ksi. The Young's modulus of steel s E-29,000 ksi. The distributed load w is used to simulate the self-weight of the beam, the load transferred from roof slab, as well addition superimposed dead loads. The self-weigh...
2. For the box beam with loading shown, (a) determine the state of stress in the...
2. For the box beam with loading shown, (a) determine the state of stress in the x-y plane at points A and B and indicate on square differential elements oriented with x and y; (b) represent the state of stress on Mohr's circle for both points and identify the principal stresses and maximum in- plane shear stress; (c) show the principal stress orientation of the reference frame by rotating the square differential element for both points. 1200 lb 800 lb...
Assume a beam has the loading shown and a rectangular cross section. is at the center...
Assume a beam has the loading shown and a rectangular cross section. is at the center and G is at the bottom. Assume point E is at the top, F Cross Sectional View of plane cut at B 400 lb 4 in 500 lb 3 in 10 in. 15 it 1 5 in 1) The beam is cut along a face at B that is perpendicular to the X axis. What is the internal resistive shear force at this face?...
8.5-3 A solid circular bar is fixed at point A. The bar is subjected to transverse...
8.5-3 A solid circular bar is fixed at point A. The bar is subjected to transverse load V-701b and torque T-300 lb-in. at point B. The bar has a length L 60 in. and diameter d - 3 in. Calculate the prin- cipal normal stresses and the maximum shear stress at element 1 located on the bottom surface of the bar at fixed end A (see figure) Assume that element 1 is a sufficient distance from support A so that...
The beam has a rectangular cross section and is subjected to the loading shown. Determine the...
The beam has a rectangular cross section and is subjected to the loading shown. Determine the state of stress at point B. Take F1 420 lb, F2 530 lb (Figure 1) Part A Find ? Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in case of tension ?,-1 Value Units Submit Request Answer Figure < 1of1 ? Part B Find ? Express your answer to three...
A shaft with a diameter of 43 mm, is shown below On the right hand side...
A shaft with a diameter of 43 mm, is shown below On the right
hand side at location D a wheel has a force F of 4824N applied. The
diameter of this wheel is 150 mm. The torque produced by F is
transmitted through the entire shaft to location A where the torque
is reacted. There are no other constraints at location A. Bearings,
are located at B and C, and provide radial constraint. The bearing
at B also provides...
The beam is simply supported. Problem 3. (30 points) A wooden beam is composed of a...
The beam is simply supported.
Problem 3. (30 points) A wooden beam is composed of a 2 x8" (1.5"x7.25") top flange and a 3"x10 (2.5"x9.25") web to form a T section. Assume that the two members are glued together. L-16 ft. (a) For a uniform dead load of 20 lb/ft over the entire beam span and a uniform live load of 80 lb/ft over the left half of the span, draw the shear and moment diagrams. (b) Determine the cross-sectional...
Problem 3 (17 points) The two static forces are applied to a circular 1-in diameter shaft as shown. The shaft is ma...
Problem 3 (17 points) The two static forces are applied to a circular 1-in diameter shaft as shown. The shaft is made from 1045 CD Steel with a yield strength of 77 ksi. 8 in 1000 lbf 1 in dia. Cross section at the wall 800 lbf (2) a) Identify the location of the most critical stress element. (A. E, F or D?) (10) b) Determine the stresses and draw the stresses on the critical element identified in part a)....
Learning Goal: The beam shown (Figure 1) is supported by a pin at A and a...
Learning Goal: The beam shown (Figure 1) is supported by a pin at A and a cable at B. Two loads P = 18 kN are applied straight down from the centerline of the bottom face. Determine the state of stress at the point shown (Figure 2) in a section 2 m from the wall. The dimensions are w = 5.4 cm , h = 12 cm, L = 0.8 m, a = 1.5 cm , and b = 4...
4. The shown cantilever beam has a 4" x 3" rectangular cross section. It is loaded at its free end with a vertical load of 400 lb (-y direction) and a horizontal load of 500 lb (+x direction), as shown in the figure. You are considering a cut 10 in away from the free end of the cantilever. In the cross section of the cut, point B resides at the side surface of the beam 1 in away from it...
Questions 5-8
A steel frame shown below is subjected to combined uniformly distributed gravity load (w 2 kips/f) and a horizontal earthquake load of H-10 kips Both the beams and the columns are made of W12x120 section having a yield strength of F 45 ksi. The Young's modulus of steel s E-29,000 ksi. The distributed load w is used to simulate the self-weight of the beam, the load transferred from roof slab, as well addition superimposed dead loads. The self-weigh...
2. For the box beam with loading shown, (a) determine the state of stress in the x-y plane at points A and B and indicate on square differential elements oriented with x and y; (b) represent the state of stress on Mohr's circle for both points and identify the principal stresses and maximum in- plane shear stress; (c) show the principal stress orientation of the reference frame by rotating the square differential element for both points. 1200 lb 800 lb...
Assume a beam has the loading shown and a rectangular cross section. is at the center and G is at the bottom. Assume point E is at the top, F Cross Sectional View of plane cut at B 400 lb 4 in 500 lb 3 in 10 in. 15 it 1 5 in 1) The beam is cut along a face at B that is perpendicular to the X axis. What is the internal resistive shear force at this face?...
8.5-3 A solid circular bar is fixed at point A. The bar is subjected to transverse load V-701b and torque T-300 lb-in. at point B. The bar has a length L 60 in. and diameter d - 3 in. Calculate the prin- cipal normal stresses and the maximum shear stress at element 1 located on the bottom surface of the bar at fixed end A (see figure) Assume that element 1 is a sufficient distance from support A so that...
The beam has a rectangular cross section and is subjected to the loading shown. Determine the state of stress at point B. Take F1 420 lb, F2 530 lb (Figure 1) Part A Find ? Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive in case of tension ?,-1 Value Units Submit Request Answer Figure < 1of1 ? Part B Find ? Express your answer to three...
A shaft with a diameter of 43 mm, is shown below On the right
hand side at location D a wheel has a force F of 4824N applied. The
diameter of this wheel is 150 mm. The torque produced by F is
transmitted through the entire shaft to location A where the torque
is reacted. There are no other constraints at location A. Bearings,
are located at B and C, and provide radial constraint. The bearing
at B also provides...
The beam is simply supported.
Problem 3. (30 points) A wooden beam is composed of a 2 x8" (1.5"x7.25") top flange and a 3"x10 (2.5"x9.25") web to form a T section. Assume that the two members are glued together. L-16 ft. (a) For a uniform dead load of 20 lb/ft over the entire beam span and a uniform live load of 80 lb/ft over the left half of the span, draw the shear and moment diagrams. (b) Determine the cross-sectional...
Problem 3 (17 points) The two static forces are applied to a circular 1-in diameter shaft as shown. The shaft is made from 1045 CD Steel with a yield strength of 77 ksi. 8 in 1000 lbf 1 in dia. Cross section at the wall 800 lbf (2) a) Identify the location of the most critical stress element. (A. E, F or D?) (10) b) Determine the stresses and draw the stresses on the critical element identified in part a)....
Learning Goal: The beam shown (Figure 1) is supported by a pin at A and a cable at B. Two loads P = 18 kN are applied straight down from the centerline of the bottom face. Determine the state of stress at the point shown (Figure 2) in a section 2 m from the wall. The dimensions are w = 5.4 cm , h = 12 cm, L = 0.8 m, a = 1.5 cm , and b = 4...
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H0:μ=56.9
H1:μ<56.9
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