Rigid bar ABC is supported by bronze rod (1) and aluminum rod (2), as shown. A concentrated load P is applied to the free end of aluminum rod (3). Bronze rod (1) has an elastic modulus of E1 = 15,000 ksi and a diameter of d1 = 0.45 in. Aluminum rod (2) has an elastic modulus of E2 = 10,000 ksi and a diameter of d2 = 0.85in. Aluminum rod (3) has a diameter of d3 = 1.00in. The yield strength of the bronze is 48 ksi and the yield strength of the aluminum is 40 ksi. Assume a = 2.5 ft, b = 1.5 ft, L1 = 6 ft, L2 = 8 ft, and L3 = 3 ft. (a) Determine the magnitude of load P that can safely be applied to the structure if a minimum factor of safety of 1.7 is required. (b) Determine the deflection of point D for the load determined in part (a). (c) The pin used at B has an ultimate shear strength of 59 ksi. If a factor of safety of 3.1 is required for this double shear pin connection, determine the minimum pin diameter that can be used a

Structural Analysis
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Chapter2: Loads On Structures
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Rigid bar ABC is supported by bronze rod (1) and aluminum rod (2), as shown. A concentrated load P is applied to the free end of aluminum rod (3). Bronze rod (1) has an elastic modulus of E1 = 15,000 ksi and a diameter of d1 = 0.45 in. Aluminum rod (2) has an elastic modulus of E2 = 10,000 ksi and a diameter of d2 = 0.85in. Aluminum rod (3) has a diameter of d3 = 1.00in. The yield strength of the bronze is 48 ksi and the yield strength of the aluminum is 40 ksi. Assume = 2.5 ft, = 1.5 ft, L= 6 ft, L= 8 ft, and L= 3 ft.

(a) Determine the magnitude of load P that can safely be applied to the structure if a minimum factor of safety of 1.7 is required.
(b) Determine the deflection of point D for the load determined in part (a).
(c) The pin used at B has an ultimate shear strength of 59 ksi. If a factor of safety of 3.1 is required for this double shear pin connection, determine the minimum pin diameter that can be used at B.

Rigid bar ABC is supported by bronze rod (1) and aluminum rod (2), as shown. A concentrated load P is applied to the free end of
aluminum rod (3). Bronze rod (1) has an elastic modulus of E₁ = 15,000 ksi and a diameter of d₁ = 0.45 in. Aluminum rod (2) has an
elastic modulus of E₂ = 10,000 ksi and a diameter of d₂ = 0.85in. Aluminum rod (3) has a diameter of d3 = 1.00in. The yield strength
of the bronze is 48 ksi and the yield strength of the aluminum is 40 ksi. Assume a 2.5 ft, b=1.5 ft, L₁= 6 ft, L₂-8 ft, and L3-3 ft.
(a) Determine the magnitude of load P that can safely be applied to the structure if a minimum factor of safety of 1.7 is required.
(b) Determine the deflection of point D for the load determined in part (a).
(c) The pin used at B has an ultimate shear strength of 59 ksi. If a factor of safety of 3.1 is required for this double shear pin
connection, determine the minimum pin diameter that can be used at B.
T
Aluminum
(2)
L
Bronze
(1)
A
B
Aluminum
(3)
L3
Calculate the cross-sectional areas of the three rods.
Answers:
A₁ =
in.2
A₂ =
A3=
i
in.²
in.²
Transcribed Image Text:Rigid bar ABC is supported by bronze rod (1) and aluminum rod (2), as shown. A concentrated load P is applied to the free end of aluminum rod (3). Bronze rod (1) has an elastic modulus of E₁ = 15,000 ksi and a diameter of d₁ = 0.45 in. Aluminum rod (2) has an elastic modulus of E₂ = 10,000 ksi and a diameter of d₂ = 0.85in. Aluminum rod (3) has a diameter of d3 = 1.00in. The yield strength of the bronze is 48 ksi and the yield strength of the aluminum is 40 ksi. Assume a 2.5 ft, b=1.5 ft, L₁= 6 ft, L₂-8 ft, and L3-3 ft. (a) Determine the magnitude of load P that can safely be applied to the structure if a minimum factor of safety of 1.7 is required. (b) Determine the deflection of point D for the load determined in part (a). (c) The pin used at B has an ultimate shear strength of 59 ksi. If a factor of safety of 3.1 is required for this double shear pin connection, determine the minimum pin diameter that can be used at B. T Aluminum (2) L Bronze (1) A B Aluminum (3) L3 Calculate the cross-sectional areas of the three rods. Answers: A₁ = in.2 A₂ = A3= i in.² in.²
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