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2) Column AB is made of Phosphor Bronze (B139C) circular hollow tube with 1.3125 in. outer diameter and .1875 in. wall thickness. Beam AC is made of free cutting brass (B16) and solid ColumAB Su=80 KSI, Sy=65 KSI, E=16000 KSI ColumAC Su=55 KSI, Sy=44 KSI, E=14000 KSI rectangular cross section 2.0 in. by 1.0 in. Determine: a) Axial stress in column AB. b) Bending Stress in column AB. c) Shear stress in beam AC d) Maximum Combined stress in column AB. e) Deflection of beam AC. (Assume AB is Rigid) I1.0 - C 2.0 in. F= 5000 lbf. Answer Unit Value 12 14 a 18.0 b. 12 13 B 13

2) Column AB is made of Phosphor Bronze (B139C) circular hollow tube with 1.3125 in. outer diameter and .1875 in. wall thickness. Beam AC is made of free cutting brass (B16) and solid ColumAB Su=80 KSI, Sy=65 KSI, E=16000 KSI ColumAC Su=55 KSI, Sy=44 KSI, E=14000 KSI rectangular cross section 2.0 in. by 1.0 in. Determine: a) Axial stress in column AB. b) Bending Stress in column AB. c) Shear stress in beam AC d) Maximum Combined stress in column AB. e) Deflection of beam AC. (Assume AB is Rigid) I1.0 - C 2.0 in. F= 5000 lbf. Answer Unit Value 12 14 a 18.0 b. 12 13 B 13

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2) Column AB is made of Phosphor Bronze (B139C) circular hollow tube with 1.3125 in. outer diameter and .1875 in. wall thickness. Beam AC is made of free cutting brass (B16) and solid ColumAB Su=80 KSI, Sy=65 KSI, E=16000 KSI ColumAC Su=55 KSI, Sy=44 KSI, E=14000 KSI rectangular cross section 2.0 in. by 1.0 in. Determine: a) Axial stress in column AB. b) Bending Stress in column AB. c) Shear stress in beam AC d) Maximum Combined stress in column AB. e) Deflection of beam AC. (Assume AB is Rigid) I1.0 A C 2.0 in. F= 5000 lbf. Answer Unit Value 12 14 a 18.0 b. 12 13 B 13
Transcribed Image Text:2) Column AB is made of Phosphor Bronze (B139C) circular hollow tube with 1.3125 in. outer diameter and .1875 in. wall thickness. Beam AC is made of free cutting brass (B16) and solid ColumAB Su=80 KSI, Sy=65 KSI, E=16000 KSI ColumAC Su=55 KSI, Sy=44 KSI, E=14000 KSI rectangular cross section 2.0 in. by 1.0 in. Determine: a) Axial stress in column AB. b) Bending Stress in column AB. c) Shear stress in beam AC d) Maximum Combined stress in column AB. e) Deflection of beam AC. (Assume AB is Rigid) I1.0 A C 2.0 in. F= 5000 lbf. Answer Unit Value 12 14 a 18.0 b. 12 13 B 13
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