module 4 b · 2017. 11. 24. · reaction at each end of the beam = 140 kn thus maximum shear force...
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![Page 1: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/1.jpg)
Module 4 b
Shear stress in beams
![Page 2: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/2.jpg)
![Page 3: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/3.jpg)
![Page 4: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/4.jpg)
![Page 5: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/5.jpg)
![Page 6: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/6.jpg)
Shear stress variation in different sections
• (1) Rectangular section
![Page 7: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/7.jpg)
![Page 8: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/8.jpg)
![Page 9: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/9.jpg)
• (2) I section
![Page 10: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/10.jpg)
![Page 11: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/11.jpg)
![Page 12: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/12.jpg)
![Page 13: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/13.jpg)
![Page 14: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/14.jpg)
• (3) Square with diagonal Horizontal
![Page 15: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/15.jpg)
![Page 16: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/16.jpg)
![Page 17: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/17.jpg)
![Page 18: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/18.jpg)
• (4) Triangular section
![Page 19: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/19.jpg)
![Page 20: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/20.jpg)
![Page 21: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/21.jpg)
• (5) Circular section
![Page 22: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/22.jpg)
![Page 23: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/23.jpg)
![Page 24: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/24.jpg)
![Page 25: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/25.jpg)
![Page 26: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/26.jpg)
![Page 27: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/27.jpg)
![Page 28: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/28.jpg)
![Page 29: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/29.jpg)
![Page 30: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/30.jpg)
![Page 31: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/31.jpg)
![Page 32: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/32.jpg)
![Page 33: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/33.jpg)
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![Page 35: Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force = 140 kN 33 oe 53.08 36.92 20 53.08 90 140 (mm) 20 160 A simply supported beam of](https://reader035.vdocuments.site/reader035/viewer/2022071608/614605068f9ff81254200014/html5/thumbnails/35.jpg)