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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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