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A beam is loaded and supported as shown. Use the fourthorder integration method to determine the reaction at roller support A.

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Page 1: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method

A beam is loaded and supported as shown. Use the fourth‐order integration method to determine the reaction at roller support A.

Page 2: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 3: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 4: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method

A beam is loaded and supported as shown.(a) Use the double‐integration method to determine the reactions at supports A and B.(b) Draw the shear‐force and bending‐moment diagrams for the beam.(c) Determine the deflection in the middle of the span.

Page 5: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 6: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 7: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 8: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method

The solid 30‐mm‐diameter steel [E = 200 GPa] shaft shown supports two belt pulleys. Assume that the bearing at A can be idealized as a pin support and that the bearing at E can be idealized as a roller support. For the loading shown, determine the shaft deflection at pulley B.

Page 9: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 10: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 11: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 12: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method

The simply supported beam shown consists of a W530 × 66 structural steel wide‐flange shape [E = 200 GPa; I = 351 × 106 mm4]. If w = 85 kN/m, determine the beam deflection at point B.

Page 13: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 14: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 15: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method
Page 16: A beam is loaded and - University of Jordaneacademic.ju.edu.jo/m.zgoul/Material/deflection-extra.pdf · A beam is loaded and supported as shown. (a) Use the double‐integration method