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Module 4 b · 2017. 11. 24. · Reaction at each end of the beam = 140 kN Thus maximum shear force...

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Module 4 b Shear stress in beams

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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

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

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

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

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

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

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

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

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

• (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

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

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

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

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

• (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

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

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

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

• (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

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

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

• (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

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

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

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

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

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

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

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

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

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

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

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

Page 34: 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

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

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