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Find the maximum moment at the span of DE  Draw the shear and moment diagram of the span of DE  Given:  Shear and moment at the left of C. Vc= -4.5 kN  Mc= -4.5 kN-m  Shear and moment at the right of c. Vc= 37.5 kN  Mc= -94.5 kN-m  Shear at e. Ve= 30 kN  Shear and moment at point c Vc= 0  Mc= -90 kN-m Shear and moment at point a. Va= 42 kN Ma= -78 kN-m

Find the maximum moment at the span of DE  Draw the shear and moment diagram of the span of DE  Given:  Shear and moment at the left of C. Vc= -4.5 kN  Mc= -4.5 kN-m  Shear and moment at the right of c. Vc= 37.5 kN  Mc= -94.5 kN-m  Shear at e. Ve= 30 kN  Shear and moment at point c Vc= 0  Mc= -90 kN-m Shear and moment at point a. Va= 42 kN Ma= -78 kN-m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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  • Find the maximum moment at the span of DE 
  • Draw the shear and moment diagram of the span of DE 

Given: 

  • Shear and moment at the left of C.
    Vc= -4.5 kN 
    Mc= -4.5 kN-m 
  • Shear and moment at the right of c.
    Vc= 37.5 kN 
    Mc= -94.5 kN-m 
  • Shear at e.
    Ve= 30 kN 
  • Shear and moment at point c
    Vc= 0 
    Mc= -90 kN-m
  • Shear and moment at point a.
    Va= 42 kN
    Ma= -78 kN-m
b 6 kN 3 m 2 m Ma = 78 kN m. С 3 m V₁ = 42 kN 6 m H₂ = 6 kN 12 kN/m V₂ = 30 kN 4 m
Transcribed Image Text:b 6 kN 3 m 2 m Ma = 78 kN m. С 3 m V₁ = 42 kN 6 m H₂ = 6 kN 12 kN/m V₂ = 30 kN 4 m
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