SITUATION 1| The system below is consisting of two solid circular cross-section bars AB and BC, joined as shown, and altached to a rigid vertical wall at the left. The system is subject to a concentric exial 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. 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 altached to a rigid vertical wall at the left. The system is subject to a concentric exial 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. 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![SITUATION 1| The system below is consisting of two solid circular cross-section bars AB and
BC, joined as shown, and altached to a rigid vertical wall at the left. The system is subject to a
concentric exial tensile force of 250 kN at C, together with an axisymnetric ring-type load
applied at B having a horizontal resultant of 900 kN. For AB, E=110 GPa, and for BC, E=200 GPa.
SOD
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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9ccd62c8-3fbd-4599-a7b2-9700dc72892d%2Ffc625c72-1be0-44b2-8d68-e09b6988e119%2F3gdguib_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION 1| The system below is consisting of two solid circular cross-section bars AB and
BC, joined as shown, and altached to a rigid vertical wall at the left. The system is subject to a
concentric exial tensile force of 250 kN at C, together with an axisymnetric ring-type load
applied at B having a horizontal resultant of 900 kN. For AB, E=110 GPa, and for BC, E=200 GPa.
SOD
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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