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HW Set #1: Chapters 1 and 2 Problem 1.80 The cotter is used...
Part A The cotter is used to hold the two rods together. (Figure 1) All parts...
Part A The cotter is used to hold the two rods together. (Figure 1) All parts are made of steel for which the failure normal stress is fail = 510 MPa and the failure shear stress is Trail = 365 MPa. Use a factor of safety of (F.S.)t = 2.30 in tension and (F.S.), = 1.71 in shear. Determine the smallest thickness t of the cotter. Express your answer to three significant figures and include appropriate units. de = Value...
Determine the smallest thickness t of the cotter Express your answer to three significant figures and...
Determine the smallest thickness t of the cotter Express your answer to three significant figures and include appropriate units The cotter is used to hold the two rods together (Figure 1) All parts are made of steel for which the failure normal stress is σ1il 520 MPa and the failure shear stress is Tail385 MPa. Use a factor of safey of (F.S.), 2.10 in tension and (F.S.) 1.71 in shear d,-Value Units Figure 1 of 1 SubmitR Request Answer 30...
The cotter is used to hold the two rods together.(Figure 1) All parts are made of steel for which the failure normal st...
The cotter is used to hold the two rods together.(Figure 1) All
parts are made of steel for which the failure normal stress is
?fail=525 MPa and the failure shear stress is
?fail=325 MPa. Use a factor of safety of
(F.S.)t=2.90 in tension and(F.S.)s=1.70 in
shear.
Determine the smallest thickness t of the cotter.
Determine the smallest diameter d of the rods.
Pls show work < HW Set #11 (10.7, 11, 12.1, 12.2) 4 of 10 Problem 10.89...
Pls
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< HW Set #11 (10.7, 11, 12.1, 12.2) 4 of 10 Problem 10.89 The material shown in the figure below has a yield strength of oy 45 ksi. 8 ksi 7ksi 12 ksi Part A Determine the factor of safety for this loading based on the maximum shear stress theory. Express your answer to three significant figures F.S. Request Answer Part B Determine the factor of safety for this loading based on the maximum distortion energy theory....
Stress transformation Problem 9.60 Part A Suppose that ơ,-430 MPa , ơ,-185 MPa , Tzy 480 MPa. The...
Stress transformation Problem 9.60 Part A Suppose that ơ,-430 MPa , ơ,-185 MPa , Tzy 480 MPa. The stress components act in the directions shown in the figure below. (Figure 1) Determine the principal stress Express your answers using three significant figures separated by a comma. MPa SubmitR Request Answer Part B Determine the maximum in-plane shear stress Express your answer to three significant figures and include the appropriate units. Tmax in planeale Units SubmitR Request Answer Part C Figure...
Problem 9.60 Part A Suppose that σ1-440 MPa, σ,-250 MPa , Tzy-425 MPa . The stress...
Problem 9.60 Part A Suppose that σ1-440 MPa, σ,-250 MPa , Tzy-425 MPa . The stress components act in the directions shown in the figure below. (Figure 1) Determine the principal stress. Express your answers using three significant figures separated by a comma. σ1 , σ2-642,-452 MPa Correct Part B Determine the maximum in-plane shear stress. Express your answer to three significant figures and include the appropriate units. Tmax In plane= 547 MPa Correct Part C Figure 1 of1 Determine...
Please show all work! Thank you! Determine the equivalent state of stress on an element at...
Please show all work! Thank you!
Determine the equivalent state of stress on an element at the point which represents the principal stresses and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Solve the problem using Mohr's circle. (Figure 1) Part D Determine the shear stress Try that acts on the element with orientation 0 =...
Please solve all the parts for this question. Thanks in advance! Determine the equivalent state of...
Please solve all the parts for this question.
Thanks in advance!
Determine the equivalent state of stress on an element at the same point which represents the principal stress, and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Suppose that T = 27 MPa . (Figure 1) Figure 1 of 1 > 100 MPa Part A...
Mechanics of materials question HW 9 Problem 9.16 Part A Determine the equivalent state of stress...
Mechanics of materials question
HW 9 Problem 9.16 Part A Determine the equivalent state of stress on an element at the point which represents the principal stresses and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Suppose that Determine the orientation of principal planes of stress Express your answers using three significant figures separated by a...
CIVL3322 Su18 Homework Set 1 Review Problem 1.3 The allowable normal stress for member BC is...
CIVL3322 Su18 Homework Set 1 Review Problem 1.3 The allowable normal stress for member BC is allow-29 ksi and the allowable shear stress for the pins is Tallow 10 ksi (Figure 1) Part A Determine the required thickness of member BC Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 t- 1 Value Units Submit Request Answer ? Part B 60 Determine the required diameter of the pin at A Express your answer...
Part A The cotter is used to hold the two rods together. (Figure 1) All parts are made of steel for which the failure normal stress is fail = 510 MPa and the failure shear stress is Trail = 365 MPa. Use a factor of safety of (F.S.)t = 2.30 in tension and (F.S.), = 1.71 in shear. Determine the smallest thickness t of the cotter. Express your answer to three significant figures and include appropriate units. de = Value...
Determine the smallest thickness t of the cotter Express your answer to three significant figures and include appropriate units The cotter is used to hold the two rods together (Figure 1) All parts are made of steel for which the failure normal stress is σ1il 520 MPa and the failure shear stress is Tail385 MPa. Use a factor of safey of (F.S.), 2.10 in tension and (F.S.) 1.71 in shear d,-Value Units Figure 1 of 1 SubmitR Request Answer 30...
The cotter is used to hold the two rods together.(Figure 1) All
parts are made of steel for which the failure normal stress is
?fail=525 MPa and the failure shear stress is
?fail=325 MPa. Use a factor of safety of
(F.S.)t=2.90 in tension and(F.S.)s=1.70 in
shear.
Determine the smallest thickness t of the cotter.
Determine the smallest diameter d of the rods.
Pls
show work
< HW Set #11 (10.7, 11, 12.1, 12.2) 4 of 10 Problem 10.89 The material shown in the figure below has a yield strength of oy 45 ksi. 8 ksi 7ksi 12 ksi Part A Determine the factor of safety for this loading based on the maximum shear stress theory. Express your answer to three significant figures F.S. Request Answer Part B Determine the factor of safety for this loading based on the maximum distortion energy theory....
Stress transformation Problem 9.60 Part A Suppose that ơ,-430 MPa , ơ,-185 MPa , Tzy 480 MPa. The stress components act in the directions shown in the figure below. (Figure 1) Determine the principal stress Express your answers using three significant figures separated by a comma. MPa SubmitR Request Answer Part B Determine the maximum in-plane shear stress Express your answer to three significant figures and include the appropriate units. Tmax in planeale Units SubmitR Request Answer Part C Figure...
Problem 9.60 Part A Suppose that σ1-440 MPa, σ,-250 MPa , Tzy-425 MPa . The stress components act in the directions shown in the figure below. (Figure 1) Determine the principal stress. Express your answers using three significant figures separated by a comma. σ1 , σ2-642,-452 MPa Correct Part B Determine the maximum in-plane shear stress. Express your answer to three significant figures and include the appropriate units. Tmax In plane= 547 MPa Correct Part C Figure 1 of1 Determine...
Please show all work! Thank you!
Determine the equivalent state of stress on an element at the point which represents the principal stresses and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Solve the problem using Mohr's circle. (Figure 1) Part D Determine the shear stress Try that acts on the element with orientation 0 =...
Please solve all the parts for this question.
Thanks in advance!
Determine the equivalent state of stress on an element at the same point which represents the principal stress, and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Suppose that T = 27 MPa . (Figure 1) Figure 1 of 1 > 100 MPa Part A...
Mechanics of materials question
HW 9 Problem 9.16 Part A Determine the equivalent state of stress on an element at the point which represents the principal stresses and the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown in the figure below. Suppose that Determine the orientation of principal planes of stress Express your answers using three significant figures separated by a...
CIVL3322 Su18 Homework Set 1 Review Problem 1.3 The allowable normal stress for member BC is allow-29 ksi and the allowable shear stress for the pins is Tallow 10 ksi (Figure 1) Part A Determine the required thickness of member BC Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 t- 1 Value Units Submit Request Answer ? Part B 60 Determine the required diameter of the pin at A Express your answer...
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