A uniformly-distributed load w is supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 16-mm- diameter stainless steel rods that have an elastic modulus of E = 185 GPa. Rod (3) is a 23-mm-diameter bronze rod that has an elastic modulus of E = 100 GPa. Use a = 1.4 m and L = 2.6 m. For a load magnitude of w = 30 kN/m, calculate (a) the normal stress in each rod. (b) the vertical deflection of the rigid bar at F. (1) B Answers: (a) 0₁ = i (b) VF= i D (2) 2a W E (3) MPa, 02- mm MI MPa, and 03 = IN i MPa

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A uniformly-distributed load w is supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 16-mm-
diameter stainless steel rods that have an elastic modulus of E= 185 GPa. Rod (3) is a 23-mm-diameter bronze rod that has an elastic
modulus of E= 100 GPa. Use a = 1.4 m and L = 2.6 m. For a load magnitude of w = 30 kN/m, calculate (a) the normal stress in each rod.
(b) the vertical deflection of the rigid bar at F.
(1)
B
Answers:
(a) 0₁ = i
(b) VF = i
a
D
2
2a
W
E
F
MPa, 0₂ =
mm
IN
i
MPa, and 03 i
MPa
Transcribed Image Text:A uniformly-distributed load w is supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 16-mm- diameter stainless steel rods that have an elastic modulus of E= 185 GPa. Rod (3) is a 23-mm-diameter bronze rod that has an elastic modulus of E= 100 GPa. Use a = 1.4 m and L = 2.6 m. For a load magnitude of w = 30 kN/m, calculate (a) the normal stress in each rod. (b) the vertical deflection of the rigid bar at F. (1) B Answers: (a) 0₁ = i (b) VF = i a D 2 2a W E F MPa, 0₂ = mm IN i MPa, and 03 i MPa
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