Determine the normal stresses (in MPa) at points A and B. Specify whether these stresses are in tension or compression. At this location the axial force is 12KN in compression, and the bending moment is 1.68KNm
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![ILKN 140-72=68 A B bending moment 12KN X 140 = 1680 KN mm, = 11088 kNm] 72mm 112mm 140 8110 bengling moment @ B = 12KN X 68 =](http://img.homeworklib.com/questions/e1ffd660-3f69-11ea-9b92-fbf4625db3ca.png?x-oss-process=image/resize,w_560)
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Determine the normal stresses (in MPa) at points A and B. Specify whether these stresses are...
Determine the maximum tension and compression bending stresses produced in the beam. Specify where the stresses...
Determine the maximum tension and compression bending stresses produced in the beam. Specify where the stresses occur in the cross-section and where along the length of the beam. 20 MM 50 kN/m - 5mm 25mm 5mm 25 mm о-в 1.2 m 2.4 m | 12m 1.2 m lomm
a. Determine the maximum tensile and compressive bending stresses associated with the maximum positive moment. b. Determine the maximum tensile and compressive bending stresses associated with the ma...
a. Determine the maximum tensile and compressive bending
stresses associated with the maximum positive moment.b. Determine the maximum tensile and compressive bending
stresses associated with the maximum negative moment.c. Determine the absolute maximum tensile stress in the beam and
the location.d. Determine the absolute maximum compressive stress in the beam
and the location.e. Determine the maximum shear stress associated with maximum
positive shear force.f. Determine the maximum shear stress associated with maximum
negative shear force.g. Determine the absolute maximum shear...
ln (Figure 1), -47.3 MPa. Part A Determine the principal stresses. Specify the orientation of the...
ln (Figure 1), -47.3 MPa. Part A Determine the principal stresses. Specify the orientation of the element Express your answers, separated by commas, to three significant figures. MPa, MPa, Submit Request Answer Part B Determine the maximum in-plane shear stress and average normal stress. Specify the orientation of the element Express your answers, separated by commas, to three significant figures ΑΣΦ vec Figure 1 of 1 MPa, MPa, Submit Request Answer Provide Feedback 30 MPa
6. For the cast iron link shown, the largest allowable stresses are 30 MPa in tension...
6. For the cast iron link shown, the largest allowable stresses are 30 MPa in tension and 120 MPa in compression. Determine (a) the largest force P which can be applied, (b) the location of the neutral axis relative to point B. 90 mm A 20 mm P ID P' 40 mm 10 mm B B 10 mm 30 mm Section a-a
60 MPa Determine the principal stresses and the maximum in-plane shear stress. Specify the orientation of...
60 MPa Determine the principal stresses and the maximum in-plane shear stress. Specify the orientation of the element in each case. 2. 30 MPa 45 MPa
Determine the principal stresses, the maximum in-plane shear stress, and average normal stress. Specify the orienta...
Determine the principal stresses, the maximum in-plane shear stress, and average normal stress. Specify the orientation of the element in each case. 20 MPa 80 MPa 30 MPa
9-16 The state of stress at a point is shown on the ele- ment. Determine (a) the principal stresses and (b) the max- imum in-plane shear stress and average normal stress at the point. Specify the ori...
9-16 The state of stress at a point is shown on the ele- ment. Determine (a) the principal stresses and (b) the max- imum in-plane shear stress and average normal stress at the point. Specify the orientation of the element in each case. 250 MPa 175 MPa 200 MPa Prob. 9-16
9-16 The state of stress at a point is shown on the ele- ment. Determine (a) the principal stresses and (b) the max- imum in-plane shear stress and average...
M8.20 C-clamp normal stresses scenes Width 140 mm 16 kN Thickness 22 mm 55 mm B...
M8.20 C-clamp normal stresses scenes Width 140 mm 16 kN Thickness 22 mm 55 mm B CA (MPa) Determine the normal stresses at A and B (+ = tension, compression). -= Ов (MPа) Try one 1st 2nd 3rd enter attempt
Do all questions that are wrong or unfilled and please circle answers Chapter 12, Reserve Problem...
Do all questions that are wrong or unfilled
and please circle answers
Chapter 12, Reserve Problem 052 (Multistep) Part 1 Correct A flanged-shaped flexural member is subjected to an internal axial force of 17.9 kN, an internal shear force of 12.0 kN, and an internal bending moment of 1.9 kN-m, as shown. Assume b = 34 mm, b2 = 52 mm, dy = dx = 13 mm, ti = ta = ty = 7 mm, d = 65 mm. Determine...
points) The cross-section of the beam below is the same as in questions 3. Given this cros ion determine the follow...
points) The cross-section of the beam below is the same as in questions 3. Given this cros ion determine the following: a. (5 points) Find the normal stress acting at point A if M900 f"lb b. (5 points) Find the maximum compression stress acting on the c. (5 points) Find the maximum tension stress acting on the beami d. (5 points) If the maximum allowable stress is 5 ksi in either tension or compression determine the maximum bending moment M...
Determine the maximum tension and compression bending stresses produced in the beam. Specify where the stresses occur in the cross-section and where along the length of the beam. 20 MM 50 kN/m - 5mm 25mm 5mm 25 mm о-в 1.2 m 2.4 m | 12m 1.2 m lomm
a. Determine the maximum tensile and compressive bending
stresses associated with the maximum positive moment.b. Determine the maximum tensile and compressive bending
stresses associated with the maximum negative moment.c. Determine the absolute maximum tensile stress in the beam and
the location.d. Determine the absolute maximum compressive stress in the beam
and the location.e. Determine the maximum shear stress associated with maximum
positive shear force.f. Determine the maximum shear stress associated with maximum
negative shear force.g. Determine the absolute maximum shear...
ln (Figure 1), -47.3 MPa. Part A Determine the principal stresses. Specify the orientation of the element Express your answers, separated by commas, to three significant figures. MPa, MPa, Submit Request Answer Part B Determine the maximum in-plane shear stress and average normal stress. Specify the orientation of the element Express your answers, separated by commas, to three significant figures ΑΣΦ vec Figure 1 of 1 MPa, MPa, Submit Request Answer Provide Feedback 30 MPa
6. For the cast iron link shown, the largest allowable stresses are 30 MPa in tension and 120 MPa in compression. Determine (a) the largest force P which can be applied, (b) the location of the neutral axis relative to point B. 90 mm A 20 mm P ID P' 40 mm 10 mm B B 10 mm 30 mm Section a-a
60 MPa Determine the principal stresses and the maximum in-plane shear stress. Specify the orientation of the element in each case. 2. 30 MPa 45 MPa
Determine the principal stresses, the maximum in-plane shear stress, and average normal stress. Specify the orientation of the element in each case. 20 MPa 80 MPa 30 MPa
9-16 The state of stress at a point is shown on the ele- ment. Determine (a) the principal stresses and (b) the max- imum in-plane shear stress and average normal stress at the point. Specify the orientation of the element in each case. 250 MPa 175 MPa 200 MPa Prob. 9-16
9-16 The state of stress at a point is shown on the ele- ment. Determine (a) the principal stresses and (b) the max- imum in-plane shear stress and average...
M8.20 C-clamp normal stresses scenes Width 140 mm 16 kN Thickness 22 mm 55 mm B CA (MPa) Determine the normal stresses at A and B (+ = tension, compression). -= Ов (MPа) Try one 1st 2nd 3rd enter attempt
Do all questions that are wrong or unfilled
and please circle answers
Chapter 12, Reserve Problem 052 (Multistep) Part 1 Correct A flanged-shaped flexural member is subjected to an internal axial force of 17.9 kN, an internal shear force of 12.0 kN, and an internal bending moment of 1.9 kN-m, as shown. Assume b = 34 mm, b2 = 52 mm, dy = dx = 13 mm, ti = ta = ty = 7 mm, d = 65 mm. Determine...
points) The cross-section of the beam below is the same as in questions 3. Given this cros ion determine the following: a. (5 points) Find the normal stress acting at point A if M900 f"lb b. (5 points) Find the maximum compression stress acting on the c. (5 points) Find the maximum tension stress acting on the beami d. (5 points) If the maximum allowable stress is 5 ksi in either tension or compression determine the maximum bending moment M...
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