C3-7. 3 kN 3 kN/m A B C |D 2 m -1 m- 1m- Prob. C3-7 C3-8. 20 kN 20 kN/m „B °C 4 m -2 m Prob. C3-8
C3-7. 3 kN 3 kN/m A B C |D 2 m -1 m- 1m- Prob. C3-7 C3-8. 20 kN 20 kN/m „B °C 4 m -2 m Prob. C3-8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
draw the shear and moment diagrams for the beam.
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Calculation of Reactions
VIEWShear Force and Bending moment Diagram
VIEWCalculation of shear force
VIEWCalculation of distance of point of contraflexure
VIEWCalculation of Bending moment
VIEWCalculation of Reactions
VIEWDraw Shear and Bending moment diagrams
VIEWValues of Shear Force
VIEWDistance of point of contraflexure
VIEWCalculation of Bending moment
VIEWStep by step
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