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(3) Draw the shear force diagram and bending moment diagram of the beam. Indicate the values of shear forces and bending moments at points A, B, C, D and E. (4) Calculate the angle of rotation at point 4. (5) Calculate the vertical deflection at point E. 10 kN/m 2 m BO Im Fig. Q3 2 m DO Im 5 kN

(3) Draw the shear force diagram and bending moment diagram of the beam. Indicate the values of shear forces and bending moments at points A, B, C, D and E. (4) Calculate the angle of rotation at point 4. (5) Calculate the vertical deflection at point E. 10 kN/m 2 m BO Im Fig. Q3 2 m DO Im 5 kN

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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(3) Draw the shear force diagram and bending moment diagram of the beam. Indicate the values of shear forces and bending moments at points A, B, C, D and E. (4) Calculate the angle of rotation at point A. (5) Calculate the vertical deflection at point E. þ 10 kN/m 2 m B + 1 m Fig. Q3 2 m DO Im 5 kN E
Transcribed Image Text:(3) Draw the shear force diagram and bending moment diagram of the beam. Indicate the values of shear forces and bending moments at points A, B, C, D and E. (4) Calculate the angle of rotation at point A. (5) Calculate the vertical deflection at point E. þ 10 kN/m 2 m B + 1 m Fig. Q3 2 m DO Im 5 kN E
Q3 A pin-connected beam as shown in Fig. Q3 is pin-supported at A and roller-supported at B and D. The beam is subjected to a point load of 5 kN at E and a uniformly distributed loading of 10 kN/m over region AC. The Young's modulus is 200 GPa, the second moment of area of beam AC is 100×100 mm, and the second moment of area of beam CE is 200×100 mm*. (1) Prove that the beam is stable and determinate. (2) Calculate support reactions at A, B and D of the beam.
Transcribed Image Text:Q3 A pin-connected beam as shown in Fig. Q3 is pin-supported at A and roller-supported at B and D. The beam is subjected to a point load of 5 kN at E and a uniformly distributed loading of 10 kN/m over region AC. The Young's modulus is 200 GPa, the second moment of area of beam AC is 100×100 mm, and the second moment of area of beam CE is 200×100 mm*. (1) Prove that the beam is stable and determinate. (2) Calculate support reactions at A, B and D of the beam.
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(3) Draw the shear force diagram and bending moment diagram of the beam. Indicate the values of shear forces and bending moments at points A, B, C, D and E. (4) Calculate the angle of rotation at point A. (5) Calculate the vertical deflection at point E. þ 10 kN/m 2 m B + 1 m Fig. Q3 2 m DO Im 5 kN E
Transcribed Image Text:(3) Draw the shear force diagram and bending moment diagram of the beam. Indicate the values of shear forces and bending moments at points A, B, C, D and E. (4) Calculate the angle of rotation at point A. (5) Calculate the vertical deflection at point E. þ 10 kN/m 2 m B + 1 m Fig. Q3 2 m DO Im 5 kN E
Q3 A pin-connected beam as shown in Fig. Q3 is pin-supported at A and roller-supported at B and D. The beam is subjected to a point load of 5 kN at E and a uniformly distributed loading of 10 kN/m over region AC. The Young's modulus is 200 GPa, the second moment of area of beam AC is 100×100 mm, and the second moment of area of beam CE is 200×100 mm*. (1) Prove that the beam is stable and determinate. (2) Calculate support reactions at A, B and D of the beam.
Transcribed Image Text:Q3 A pin-connected beam as shown in Fig. Q3 is pin-supported at A and roller-supported at B and D. The beam is subjected to a point load of 5 kN at E and a uniformly distributed loading of 10 kN/m over region AC. The Young's modulus is 200 GPa, the second moment of area of beam AC is 100×100 mm, and the second moment of area of beam CE is 200×100 mm*. (1) Prove that the beam is stable and determinate. (2) Calculate support reactions at A, B and D of the beam.
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