A beam is loaded and - University of...
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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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/1.jpg)
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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/2.jpg)
![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/3.jpg)
![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/4.jpg)
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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/5.jpg)
![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/6.jpg)
![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/7.jpg)
![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/8.jpg)
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.
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![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/10.jpg)
![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/11.jpg)
![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](https://reader033.fdocuments.us/reader033/viewer/2022042108/5e88b1e2cf964b2c3c4cb855/html5/thumbnails/12.jpg)
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.
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