(3) Draw the shear force diagram and bending moment diagram of the beam. Indicate the valuesof 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.þ10 kN/m2 mB+1 mFig. Q32 mDOIm5 kNE Q3 A pin-connected beam as shown in Fig. Q3 is pin-supported at A and roller-supported at Band D. The beam is subjected to a point load of 5 kN at E and a uniformly distributed loadingof 10 kN/m over region AC. The Young's modulus is 200 GPa, the second moment of area ofbeam 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.

Given: The load at E, F = 5 kN The intensity of distributed load, w = 10 kN/m The elastic modulus…

(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

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.4P: Segments A B and BCD of beam A BCD are pin connected at x = 4 m. The beam is supported by a sliding...

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