The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown....
The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. The cross-sectional areas of sections AB, BC ,and CD are AAB 0.10 in2 , ABC 0.11 in2 , and AcD =0.07 in2 , respectively. The modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at B and C Part A Determine the displacement of B with respect to C of the composite shaft. Express your answer...
The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. Determine the displacement of end A with respect to end D and the normal stress in each section. The cross-sectional Aluminum Соpper Steel E=10(10') ksi AAB 0.09 in2 Eg=18(10') ksi ARc 0.12 in2 E-29(10) ksi ACD 0.06 in 1.75 kip 3.50 kip 1.50 kip 2.00 kip area and modulus of elasticity for each section are shown in the figure. Neglect the size of the...
Problem 1 The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. Determine the displacement of end A with respect to end D and the normal stress in each section. The cross- sectional area and modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at B and C. Aluminum Copper 18(00)ksi E-29(10') ksi Steel -1010') ksi AB-0,09 in AcD 0.06 in Авс 0.1 2 i 2...
The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. The cross-sectional areas of sections AB, BC , and CD are AAB = 0.08 in2 , ABC = 0.15 in2 , and ACD = 0.05 in2 , respectively. The modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at B and C. (Figure 1) Part A Determine the normal stress in section AB. Express your answer...
Q4. The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown in the figure below. (Hint: tension is positive, compression is negative) (20 pts) Aluminum Copper E = 10(10) ksi Wec. = 18(10) ksi A =0.09 in? Ac 0.12 in Steel E, = 29(10-) ksi Acp = 0.06 in- 4.50 kip -1.75 kip 3.00 kip 2.50 kip B4.50 kip -12 in.- 1.75 kip -16 in. 18 in a. Determine the internal axial load distributions...
Problem 4.3 The composite shaft, consisting of aluminum, copper, and steel sections, is subjected to the loading shown. The cross-sectional areas of sections AB, BC and CD are A AB = 0.10 in?. ABC = 0.14 in?, and Acp = 0.06 in?, respectively. The modulus of elasticity for each section are shown in the figure. Neglect the size of the collars at B and C. (Figure 1) Figure 1 of 1 Aluminum El = 10(10) ksi Copper E = 18(10)...
(15%) The shaft show below consists of parts AB (Aluminum- Diameter .25") BC (Copper- Diameter.375") and CD(A36-steel -Diameter .35 "). Find the displacement of B with regards to C. Neglect the collars at b and C. 5. 1.75 kip 3.50 kip 150 kip 2.00 kip 1.75 kip 3.50 kip -16 in- 12 in.- -18 in- (15%) The shaft show below consists of parts AB (Aluminum- Diameter .25") BC (Copper- Diameter.375") and CD(A36-steel -Diameter .35 "). Find the displacement of B...
Aluminum Steel 22 Kip.ft 20 Kip.ft Question A 4 inch diameter composite shaft is subjected to the torques as shown. The section are perfectly bonded rigidly together. Use Gsteel = 11,600 ksi and Galuminum = 4000 ksi. Determine the maximum shearing stress in the shaft and the magnitude of the angle of twist of point D with respect to point A. 7.4 Kip.ft T - - 4.9ft 6.6 ft 3.3ft TP Shear Stress: t = Angle of Twist: Ø= Polar...
Question1 Brass Aluminum The composite beam shown is formed by bonding together a brass rod and an aluminum rod of semicircular cross sections. The radius of the beam is 0.84 in. The modulus of elasticity is 16.5 x 106 psi for the brass and 9.8 x 106 psi for the aluminum. Knowing that the composite beam is bent about a horizontal axis by couples of moment 10.6 kip-in, determine the maximum stress in the brass. Assumethe moment is applied to...
The column shown is made by filling a steel pipe with concrete. The concrete has an Elastic Modulus of Ec-3.800ks1 and a cross-sectional area of Ac-80 in2 the steel pipe has an Elastic Modulus of Est 29,000 ksi and a cross- sectional area of Ag-11 in2. If the column has a length of L = 10 ft and is subjected to a load of P 280 kip, what is the stress in the concrete? Express your answer in psi, to...