SITUATION 1 The system below is consisting of two solid circular cross-section bars AB and BC, joined as shown, and attached to a rigid vertical wall at the left. The system is subject to a concentric axial tensile force of 250 kN at C, together with an axisymmetric ring-type load applied at B having a horizontal resultant of 900 kN. For AB, E-110 GPa, and for BC, E=200 GPa. S00 1200 - 900 250 1. Determine the maximum stress on member AB. 2. Determine the deformation of member AB. 3. Determine the overall deformation of the system.
SITUATION 1 The system below is consisting of two solid circular cross-section bars AB and BC, joined as shown, and attached to a rigid vertical wall at the left. The system is subject to a concentric axial tensile force of 250 kN at C, together with an axisymmetric ring-type load applied at B having a horizontal resultant of 900 kN. For AB, E-110 GPa, and for BC, E=200 GPa. S00 1200 - 900 250 1. Determine the maximum stress on member AB. 2. Determine the deformation of member AB. 3. Determine the overall deformation of the system.
Steel Design (Activate Learning with these NEW titles from Engineering!)
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Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Transcribed Image Text:SITUATION 11 The system below is consisting of two solid circular cross-section bars AB and
BC, joined as shown, and attached to a rigid vertical wall at the left. The system is subject to a
concentric axial tensile force of 250 kN at C, together with an axisymmetric ring-type load
applied at B having a horizontal resultant of 900 kN. For AB, E=110 GPa, and for BC, E-200 GPa.
500
1200
900
250
1. Determine the maximum stress on member AB.
2. Determine the deformation of member AB.
3. Determine the overall deformation of the system.
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