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A bar ABC fixed at both ends A and C is loaded by an axial load (P) at C. If the distances AB and BC are equal to a and b respectively then find the reactions at the ends A and C. An axial force of 20 kN is applied to a steel bar ABC which is fixed at both ends A and C as shown in Fig. 4.8. A = 200 mm A = 100 mm 20 kN A B 2 m 1 m Fig. 4.8 Determine the reactions at both the supports and stresses developed in two parts of the bar. Take

A bar ABC fixed at both ends A and C is loaded by an axial load (P) at C. If the distances AB and BC are equal to a and b respectively then find the reactions at the ends A and C. An axial force of 20 kN is applied to a steel bar ABC which is fixed at both ends A and C as shown in Fig. 4.8. A = 200 mm A = 100 mm 20 kN A B 2 m 1 m Fig. 4.8 Determine the reactions at both the supports and stresses developed in two parts of the bar. Take

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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2. A bar ABC fixed at both ends A and C is loaded by an axial load (P) at C. If the distances AB and BC are equal to a and b respectively then find the reactions at the ends A and C. 3. An axial force of 20 kN is applied to a steel bar ABC which is fixed at both ends A and C as shown in Fig. 4.8. 2 A = 200 mm 2 A = 100 mm 20 kN+ A В C 2 m 1m - Fig. 4.8 Determine the reactions at both the supports and stresses developed in two parts of the bar. Take E = 200 GPa. [Ans. R = R = 10 kN ; 0AB = 50 MPa (C); 0BC = 100 MPa (T)] %3D %3D
Transcribed Image Text:2. A bar ABC fixed at both ends A and C is loaded by an axial load (P) at C. If the distances AB and BC are equal to a and b respectively then find the reactions at the ends A and C. 3. An axial force of 20 kN is applied to a steel bar ABC which is fixed at both ends A and C as shown in Fig. 4.8. 2 A = 200 mm 2 A = 100 mm 20 kN+ A В C 2 m 1m - Fig. 4.8 Determine the reactions at both the supports and stresses developed in two parts of the bar. Take E = 200 GPa. [Ans. R = R = 10 kN ; 0AB = 50 MPa (C); 0BC = 100 MPa (T)] %3D %3D
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