Draw the planar state of stress A(1.5,-10,-1.5) and B(3,-10,-.75)
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Draw the planar state of stress A(1.5,-10,-1.5) and
B(3,-10,-.75)
3 in. 6 in. 600 lb 600...
Calculate the state of stress at points A and B in the 1 in. diameter shaft...
Calculate the state of stress at points A and B in the 1 in. diameter shaft for the loads acting on the beveled gear, and show the results on a 3D or volume element. 200 lb NO 8 in. 3 in 75 I *125 lb (Answer: normal = 16.2 ksi; shear= -2.84 ksi; normal = 7.8 ksi; shear= 3.4 ksi)
Hello, please help me with this homework problem. Please show all work. (Correct answers are listed...
Hello, please help me with this homework problem. Please show
all work. (Correct answers are listed at the bottom)
Homework Assignment #33 10 points The University of Akron Department of Civil Engineering 4300 202: Introduction to Mechanics of Solids 1. A solid tube is subjected to the loading shown. The tube has a diameter of 1.5 in. 8 in. (a) Determine which internal force quantities would cause normal stresses and which would cause shear stresses on a cross-section cut through...
00 Several forces are applied to the pipe assembly shown. Knowing that Q = 230 lb...
00 Several forces are applied to the pipe assembly shown. Knowing that Q = 230 lb and that the pipe has inner and outer diameters equal to 1.61 in. and 1.90 in., respectively, determine the normal and shearing stresses at point Hand point K. (Round the final answers to decimal places.) 10 points eBook 150 lb Hint 10 in Print 150 lb References 6 in 50 lb The normal stress at point His The shearing stress at point His The...
maximum shear stress 10 in. 16 in. 8 in. 6 in. B G D E F...
maximum shear stress
10 in. 16 in. 8 in. 6 in. B G D E F H The pipe which has a diameter of 1.5 in. and weight of 0.8 lb/in is fixed to the wall at B. If a force, F, of 5 lb is applied, determine the maximum shear stress in the pipe at C and its location. Neglect the weight of the cross-bar where the forces, F, are applied. Maximum shear stress
Problem 1 (a) (b) For the 3D stress state represented in part (a), draw a labeled...
Problem 1 (a) (b) For the 3D stress state represented in part (a), draw a labeled 3D Mohr's circle diagram and find the (c) Represent the critical stress components determined for the beam in Problem 1(b) of Homework #3 on a neatly drawn 3D element with properly labeled coordinate axes. principal normal stresses q, ơ2, ơ3 and the principal shear stresses โ1/2, 2/3, t1/3. Determine the angle фр from the x axis to ơ1 and sketch the plane stress elements...
Planar Kinetics of a Rigid Body: Force and Acceleration 2. A cylinder weighing 600-lb is lifted by a using the mechanism shown. The two rotating drums turn as a single unit about their center of mass...
Planar Kinetics of a Rigid Body: Force and Acceleration 2. A cylinder weighing 600-lb is lifted by a using the mechanism shown. The two rotating drums turn as a single unit about their center of mass at O and they have a combined weight of 300-lb and a radius of gyration about O of 1.5 ft. If the motor at A pulls the cord with a constant tension P-450 lb: A) NEATLY draw an accurate free-body diagram and kinetic diagram...
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain d...
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain diagram at cross-section with max moment (6) d) Find shear stress at the interface between PVC and Escon (6) 500 lb 500 lb PVC Epvc 450 ksi Escon EF160 ksi 3 ft 3 ft in. 2 in 3 in.
Problem 1 (27 points) Consider composite beam...
16 QUESTION 3: At Point A on a concrete wall, the state of stress duc to...
16 QUESTION 3: At Point A on a concrete wall, the state of stress duc to the indicated loading condition is shown below on the right. Using the Mohr's Circle method, determine the following stresses and illustrate the orientation and direction of the stresses on a sketch: a) The principal normal stresses; and b) The normal and shear stresses on a plane defined by Line b-b. Note: The stress transformation equations, rather than Mohr's circle, can be used, however there...
For the 1.5" shaft shown below: 10 in 2 B 1 200 lbf 10 in 1000 lbf 500 lbf 100 lbf 1. Draw the FB...
For the 1.5" shaft shown below: 10 in 2 B 1 200 lbf 10 in 1000 lbf 500 lbf 100 lbf 1. Draw the FBD with all corresponding forces (10 points) 2. Draw the shear diagram with all corresponding values (20 points) 3. Draw the moment diagram with all corresponding values (20 points) 4. Find the location with the highest stress, what is the stress at this location? (20 points) 5. Use Mohr's circle or von Misses criteria to find...
Must draw Mohr’s circle in this question 3) For the stress state shown to the right,...
Must draw Mohr’s circle in this question
3) For the stress state shown to the right, determine (a) the three principal stresses, and (b) the maximum shear stress. (Hint: consider this as a 3D problem, similar to in-class 3D example problem.) Ans: (a) Onui = 220 MPa, Ontermediate = 60 MPa, Onlin-0, (b)T,nax = 1 10 MPa 140 MPa 80 MPa 140 MPa 140 MPa 140 MPa
Calculate the state of stress at points A and B in the 1 in. diameter shaft for the loads acting on the beveled gear, and show the results on a 3D or volume element. 200 lb NO 8 in. 3 in 75 I *125 lb (Answer: normal = 16.2 ksi; shear= -2.84 ksi; normal = 7.8 ksi; shear= 3.4 ksi)
Hello, please help me with this homework problem. Please show
all work. (Correct answers are listed at the bottom)
Homework Assignment #33 10 points The University of Akron Department of Civil Engineering 4300 202: Introduction to Mechanics of Solids 1. A solid tube is subjected to the loading shown. The tube has a diameter of 1.5 in. 8 in. (a) Determine which internal force quantities would cause normal stresses and which would cause shear stresses on a cross-section cut through...
00 Several forces are applied to the pipe assembly shown. Knowing that Q = 230 lb and that the pipe has inner and outer diameters equal to 1.61 in. and 1.90 in., respectively, determine the normal and shearing stresses at point Hand point K. (Round the final answers to decimal places.) 10 points eBook 150 lb Hint 10 in Print 150 lb References 6 in 50 lb The normal stress at point His The shearing stress at point His The...
maximum shear stress
10 in. 16 in. 8 in. 6 in. B G D E F H The pipe which has a diameter of 1.5 in. and weight of 0.8 lb/in is fixed to the wall at B. If a force, F, of 5 lb is applied, determine the maximum shear stress in the pipe at C and its location. Neglect the weight of the cross-bar where the forces, F, are applied. Maximum shear stress
Problem 1 (a) (b) For the 3D stress state represented in part (a), draw a labeled 3D Mohr's circle diagram and find the (c) Represent the critical stress components determined for the beam in Problem 1(b) of Homework #3 on a neatly drawn 3D element with properly labeled coordinate axes. principal normal stresses q, ơ2, ơ3 and the principal shear stresses โ1/2, 2/3, t1/3. Determine the angle фр from the x axis to ơ1 and sketch the plane stress elements...
Planar Kinetics of a Rigid Body: Force and Acceleration 2. A cylinder weighing 600-lb is lifted by a using the mechanism shown. The two rotating drums turn as a single unit about their center of mass at O and they have a combined weight of 300-lb and a radius of gyration about O of 1.5 ft. If the motor at A pulls the cord with a constant tension P-450 lb: A) NEATLY draw an accurate free-body diagram and kinetic diagram...
Problem 1 (27 points) Consider composite beam shown in image below. a) Draw internal force diagrams (6) b) Draw transform section and find its moment of inertia (9) c) Draw normal stress and strain diagram at cross-section with max moment (6) d) Find shear stress at the interface between PVC and Escon (6) 500 lb 500 lb PVC Epvc 450 ksi Escon EF160 ksi 3 ft 3 ft in. 2 in 3 in.
Problem 1 (27 points) Consider composite beam...
16 QUESTION 3: At Point A on a concrete wall, the state of stress duc to the indicated loading condition is shown below on the right. Using the Mohr's Circle method, determine the following stresses and illustrate the orientation and direction of the stresses on a sketch: a) The principal normal stresses; and b) The normal and shear stresses on a plane defined by Line b-b. Note: The stress transformation equations, rather than Mohr's circle, can be used, however there...
For the 1.5" shaft shown below: 10 in 2 B 1 200 lbf 10 in 1000 lbf 500 lbf 100 lbf 1. Draw the FBD with all corresponding forces (10 points) 2. Draw the shear diagram with all corresponding values (20 points) 3. Draw the moment diagram with all corresponding values (20 points) 4. Find the location with the highest stress, what is the stress at this location? (20 points) 5. Use Mohr's circle or von Misses criteria to find...
Must draw Mohr’s circle in this question
3) For the stress state shown to the right, determine (a) the three principal stresses, and (b) the maximum shear stress. (Hint: consider this as a 3D problem, similar to in-class 3D example problem.) Ans: (a) Onui = 220 MPa, Ontermediate = 60 MPa, Onlin-0, (b)T,nax = 1 10 MPa 140 MPa 80 MPa 140 MPa 140 MPa 140 MPa
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