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Module  1  :  Shear and Moment Diagrams for a Beam Dr Yan Zhuge CIV E3011   Structural Analysis
Shear force and bending moment diagram for beam ,[object Object]
Bending moment and shear force diagram 5m 15kN 5m 5kN/m 80kNm V ( kN ) M ( kNm ) 5m 15kN 5m 5kN/m 80kNm V ( kN ) M ( kNm ) 5.75 kN -9.25 kN -34.25 kN 80 kNm 108.75 kNm
Beam sign convention The  positive  directions require the distributed load to act  downward  on the beam; the internal shear force to cause a  clockwise rotation  of the beam segment on which it acts; and the internal moment to cause  compression  in the  top fibre  of the segment.
Procedure for analysis ,[object Object],[object Object]
Procedure for analysis (Cont.) ,[object Object]
Example 1 - beams 4m A C x 8m B 1kN/m 12kNm 8m 3m A C x 2m B 18kNm 3m 2m . . . 8kN 8kN D E

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Shear Force And Bending Moment Diagram For Beam And Frame

  • 1. Module 1 : Shear and Moment Diagrams for a Beam Dr Yan Zhuge CIV E3011 Structural Analysis
  • 2.
  • 3. Bending moment and shear force diagram 5m 15kN 5m 5kN/m 80kNm V ( kN ) M ( kNm ) 5m 15kN 5m 5kN/m 80kNm V ( kN ) M ( kNm ) 5.75 kN -9.25 kN -34.25 kN 80 kNm 108.75 kNm
  • 4. Beam sign convention The positive directions require the distributed load to act downward on the beam; the internal shear force to cause a clockwise rotation of the beam segment on which it acts; and the internal moment to cause compression in the top fibre of the segment.
  • 5.
  • 6.
  • 7. Example 1 - beams 4m A C x 8m B 1kN/m 12kNm 8m 3m A C x 2m B 18kNm 3m 2m . . . 8kN 8kN D E