Homework Answers
In this question first .we are find out the area of each shaft
and make a equation of reaction and after time solve the equation
and I got the answer.and find out reaction at support A
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If the gap between C and the rigid wall at Dis initially 0.15mm, determine the magnitudes...
Problem 4.46 Part A If the gap between C and the rigid wall at Dis initially...
Problem 4.46 Part A If the gap between C and the rigid wall at Dis initially 0.15 mm, determine the magnitudes of the support reactions at A and D when the force P = 200 kN is applied. The assembly is made of A36 steel. Enter your answer, separated by a comma. 600 mm - -600 mm -- -0.15 mm C B 25 mm ANSWER: FA, FD = kN
600 mm 600 mm "в 25 mm 50 mm If the gap between C and the...
600 mm 600 mm "в 25 mm 50 mm If the gap between C and the rigid wall at D is initially mm, determine the support reaction at D (kN) when 0.2 * (the force P = 300 KN is applied. (E=200 GPa (3)
Determine the support reaction at C when an axial force of P reaction at C when...
Determine the support reaction at C when an axial force of P reaction at C when an axial force of 40 05 kN is applied . The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm Express your answer to three significant figures and include a riate units Units CVatue Figure < 1of1...
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm. Part A Determine the support reaction at C when an axial force of P= 340 kN is applied. Part B Determine the support reaction at D when an axial force of P = 340 kN is applied.
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure...
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end and the rigid support is 0.5 mm. Part A Determine the support reaction at C when an axial force of P = 515 kN is applied. Express your answer to three significant figures and include appropriate units. UA C ? Value Units Submit Request Answer Part B Figure 1 1 of...
4.54 p=530 kN please help! Problem 4.54 The 2014-T6 aluminum rod AC is reinforced with the...
4.54
p=530 kN
please help!
Problem 4.54 The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm. Part A Determine the support reaction at C when an axial force of P 530 kN is applied Express your answer to three significant figures and include appropriate units. HAO? F = Value Units Submit Request...
Part A rod AC is r The 2014-T6 a bonded A992 steel tube BC (Figure 1)...
Part A rod AC is r The 2014-T6 a bonded A992 steel tube BC (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5mm Determine the support reaction at C when an axial force of P445kN bpplied Express your answor to three significant figures and include appropriate units Fe = 218 kN All attempts used; correct answer displayed Part B Figure 1 of 1 Determine the support reaction at...
Question 1: A beam made of cast iron is fixed to a rigid wall on the...
Question 1: A beam made of cast iron is fixed to a rigid wall on the left end. Yield strength of the cast iron is 270 MPa. At the right free end, an axial tensile force P is applied along the middle bottom of the beam, as shown in the following figure. Its cross section is an equilateral triangle with h=13 mm (note h #b for the triangle). The moment of inertia for the triangle is shown by the formula...
Determine the normal stress in sections AB and BC between A and C with no gap at either end before P is appl P 100 kN, a 2 m and d 40 mm. (10 points) 4. for the part below. The assembly fits snug...
Determine the normal stress in sections AB and BC between A and C with no gap at either end before P is appl P 100 kN, a 2 m and d 40 mm. (10 points) 4. for the part below. The assembly fits snugly ied. AB is aluminum and BC is steel. 2a
Determine the normal stress in sections AB and BC between A and C with no gap at either end before P is appl P 100 kN, a...
A 50-mm-thick block is firmly bonded to rigid plates at its top and bottom. When the...
A 50-mm-thick block is firmly bonded to rigid plates at its top
and bottom. When the force P is applied, the block deforms into the
shape shown by the dashed line. Using small angle analysis,
determine the magnitude of P. The block’s material has a modulus of
rigidity of G = 60 GPa. Assume that the material does not
yield.
140 mm 0.20 mm -- 160 mm
Problem 4.46 Part A If the gap between C and the rigid wall at Dis initially 0.15 mm, determine the magnitudes of the support reactions at A and D when the force P = 200 kN is applied. The assembly is made of A36 steel. Enter your answer, separated by a comma. 600 mm - -600 mm -- -0.15 mm C B 25 mm ANSWER: FA, FD = kN
600 mm 600 mm "в 25 mm 50 mm If the gap between C and the rigid wall at D is initially mm, determine the support reaction at D (kN) when 0.2 * (the force P = 300 KN is applied. (E=200 GPa (3)
Determine the support reaction at C when an axial force of P reaction at C when an axial force of 40 05 kN is applied . The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm Express your answer to three significant figures and include a riate units Units CVatue Figure < 1of1...
The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end and the rigid support is 0.5 mm. Part A Determine the support reaction at C when an axial force of P = 515 kN is applied. Express your answer to three significant figures and include appropriate units. UA C ? Value Units Submit Request Answer Part B Figure 1 1 of...
4.54
p=530 kN
please help!
Problem 4.54 The 2014-T6 aluminum rod AC is reinforced with the firmly bonded A992 steel tube BC. (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5 mm. Part A Determine the support reaction at C when an axial force of P 530 kN is applied Express your answer to three significant figures and include appropriate units. HAO? F = Value Units Submit Request...
Part A rod AC is r The 2014-T6 a bonded A992 steel tube BC (Figure 1) When no load is applied to the assembly, the gap between end C and the rigid support is 0.5mm Determine the support reaction at C when an axial force of P445kN bpplied Express your answor to three significant figures and include appropriate units Fe = 218 kN All attempts used; correct answer displayed Part B Figure 1 of 1 Determine the support reaction at...
Question 1: A beam made of cast iron is fixed to a rigid wall on the left end. Yield strength of the cast iron is 270 MPa. At the right free end, an axial tensile force P is applied along the middle bottom of the beam, as shown in the following figure. Its cross section is an equilateral triangle with h=13 mm (note h #b for the triangle). The moment of inertia for the triangle is shown by the formula...
Determine the normal stress in sections AB and BC between A and C with no gap at either end before P is appl P 100 kN, a 2 m and d 40 mm. (10 points) 4. for the part below. The assembly fits snugly ied. AB is aluminum and BC is steel. 2a
Determine the normal stress in sections AB and BC between A and C with no gap at either end before P is appl P 100 kN, a...
A 50-mm-thick block is firmly bonded to rigid plates at its top
and bottom. When the force P is applied, the block deforms into the
shape shown by the dashed line. Using small angle analysis,
determine the magnitude of P. The block’s material has a modulus of
rigidity of G = 60 GPa. Assume that the material does not
yield.
140 mm 0.20 mm -- 160 mm
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