Homework Answers
![Vo = -10K, Vy = -21K, F = 26Kip Ma = 21x [3x10] + 26x4 = 734 kin V = - Jox 0 = - Cho kim Tz=0 A = bxd = 13x9 = 117 in 2 Ix =](http://img.homeworklib.com/questions/50b24a20-08e8-11ec-b654-fb1dad7be5f4.png?x-oss-process=image/resize,w_560)
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Part 1 Correct Three loads are applied to the cantilever beam shown. The cross-sectional dimensions of...
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...
Problem 2 (8pts) Sketch Mohr circle for the shown element. Use Mohr Circle to determine the...
Problem 2 (8pts) Sketch Mohr circle for the shown element. Use Mohr Circle to determine the normal stresses on and Ot and the shear stress Tnt at this point if they act on the rotated stress element shown. Verify your results (on, i, Tnt) using stress transformation eqns. 1,100 psi 1,750 psi 20° 2,900 psi Illustrate the following on Mohr circle: center of Mohr Circle, reference point A, principle stresses, max in-plane shear stress, orientation of principal stresses Opi and...
Please Answer the remainer of the questions parts. thank you! Part 1 Your Answer Correct Answer...
Please Answer the remainer of the questions parts. thank
you!
Part 1 Your Answer Correct Answer Correct Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. Assume stress magnitudes of S - 55ksi, 5-15 ks, and S. - 14 ksi. m. Construct Mohr's circle for this state of stress on paper and use the results to answer the questions in the...
1. The part shown consists of a bent rod with a solid circular cross section of...
1. The part shown consists of a bent rod with a solid circular cross section of diameter 20 mm. Consider the cross- section on a cut at both a-a, and b-b. 400 mm A] For each cut, label the shear force, bending moments, and torsion moments. Then determine the critical point with the highest normal stress at each cross- section. No stress calculations are required. /100 mm 1 BJ Determine the point of highest normal stress for the bent rod...
(a) If the wide-flange beam shown in Figure Q4a is subjected to a shear of V = 23 kN
(a) If the wide-flange beam shown in Figure Q4a is subjected to a shear of V = 23 kN i. Calculate the moment of inertia of the cross section about the neutral axis.ii. Determine the shear stress on the web at A.(b) The state of stress at a point is shown on the element in Figure Q4b. Determine graphically using Mohr's circle i. The principal stresses. ii. The orientation of the principal planes.iii. The maximum in-plane shear stress and average normal stress at...
The cantilever beam of length 3L is subject to concentrated loads P and 2P and has...
The cantilever beam of length 3L is subject to concentrated loads P and 2P and has the thin-walled cross-section illustrated below. The cross-section has uniform thickness t and moment of inertia with respect to the centroidal z-axis given by I = 3140 t4. Use t = 5 mm, L = 135 mm and P= 6 kN. 2P H 10 t 5t A P 10 t 22 L 10 t 1) Determine the numerical value of the shear force and bending...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume mm, by - 85 mm, 5 mm, 9 mm. Determine - 0.5 m, P. - 4.0 kN, Pg - 7.5 kN, Pe-2.0 kN, -85 (a) the maximum vertical shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. See the coordinate system for the beam in the problem figure with the origin of the x axis at the feed...
1. The tank shown is 24 inches long, has 8- inch mean diameter, 0.1-inch wall thickness, and cont...
1. The tank shown is 24 inches long, has 8- inch mean diameter, 0.1-inch wall thickness, and contains 400 psi internal pressure. As part of a processing operation the tank is rapidly spun, which produces a torque of 16000 lb-inch at the section of interest. (a) determine the state of stress in the y-z plane at the point indicated (at the front surface of the tank) and indicate on a square differential element; (b) represent the state of stress on...
The strain rosette shown was used to obtain normal strain data at a point on the free surface of a machine component. Given the values εa= -185 με, εb= -150 με, εc= 55 με, E = 10,800 ksi, and v = 0.33...
The strain rosette shown was
used to obtain normal strain data at a point on the free surface of
a machine component. Given the values εa= -185 με, εb= -150 με, εc=
55 με, E = 10,800 ksi, and v = 0.33,
determine
(a) the stress components σx, σy, and τxy at the point.
(b) the principal stresses and the maximum in-plane shear stress at
the point; on paper, show these stresses on an appropriate sketch
that indicates the orientation...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....
A cantilever beam supports the
loads shown. The cross-sectional dimensions of the shape are also
shown. Assume LAB = 4.0 ft,
LBC = 12.0 ft, w = 1620 lb/ft,
P = 2550 lb, b = 16 in., d = 6 in.,
t = 0.50 in. Determine
(a) the maximum horizontal shear stress.
(b) the maximum compression bending stress.
(c) the maximum tension bending stress.
Chapter 9, Supplemental Question 043 (GO Tutorial) A cantilever beam supports the loads shown. The cross...
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...
Problem 2 (8pts) Sketch Mohr circle for the shown element. Use Mohr Circle to determine the normal stresses on and Ot and the shear stress Tnt at this point if they act on the rotated stress element shown. Verify your results (on, i, Tnt) using stress transformation eqns. 1,100 psi 1,750 psi 20° 2,900 psi Illustrate the following on Mohr circle: center of Mohr Circle, reference point A, principle stresses, max in-plane shear stress, orientation of principal stresses Opi and...
Please Answer the remainer of the questions parts. thank
you!
Part 1 Your Answer Correct Answer Correct Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. Assume stress magnitudes of S - 55ksi, 5-15 ks, and S. - 14 ksi. m. Construct Mohr's circle for this state of stress on paper and use the results to answer the questions in the...
1. The part shown consists of a bent rod with a solid circular cross section of diameter 20 mm. Consider the cross- section on a cut at both a-a, and b-b. 400 mm A] For each cut, label the shear force, bending moments, and torsion moments. Then determine the critical point with the highest normal stress at each cross- section. No stress calculations are required. /100 mm 1 BJ Determine the point of highest normal stress for the bent rod...
The cantilever beam of length 3L is subject to concentrated loads P and 2P and has the thin-walled cross-section illustrated below. The cross-section has uniform thickness t and moment of inertia with respect to the centroidal z-axis given by I = 3140 t4. Use t = 5 mm, L = 135 mm and P= 6 kN. 2P H 10 t 5t A P 10 t 22 L 10 t 1) Determine the numerical value of the shear force and bending...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume mm, by - 85 mm, 5 mm, 9 mm. Determine - 0.5 m, P. - 4.0 kN, Pg - 7.5 kN, Pe-2.0 kN, -85 (a) the maximum vertical shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. See the coordinate system for the beam in the problem figure with the origin of the x axis at the feed...
1. The tank shown is 24 inches long, has 8- inch mean diameter, 0.1-inch wall thickness, and contains 400 psi internal pressure. As part of a processing operation the tank is rapidly spun, which produces a torque of 16000 lb-inch at the section of interest. (a) determine the state of stress in the y-z plane at the point indicated (at the front surface of the tank) and indicate on a square differential element; (b) represent the state of stress on...
The strain rosette shown was
used to obtain normal strain data at a point on the free surface of
a machine component. Given the values εa= -185 με, εb= -150 με, εc=
55 με, E = 10,800 ksi, and v = 0.33,
determine
(a) the stress components σx, σy, and τxy at the point.
(b) the principal stresses and the maximum in-plane shear stress at
the point; on paper, show these stresses on an appropriate sketch
that indicates the orientation...
A cantilever beam supports the
loads shown. The cross-sectional dimensions of the shape are also
shown. Assume LAB = 4.0 ft,
LBC = 12.0 ft, w = 1620 lb/ft,
P = 2550 lb, b = 16 in., d = 6 in.,
t = 0.50 in. Determine
(a) the maximum horizontal shear stress.
(b) the maximum compression bending stress.
(c) the maximum tension bending stress.
Chapter 9, Supplemental Question 043 (GO Tutorial) A cantilever beam supports the loads shown. The cross...
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