Shear and Moment diagram for frame question

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SUMMARY

The discussion focuses on drawing shear and moment diagrams for a frame with pin connections at points A, C, and D, and a fixed joint at B. Users are tasked with determining the reactions at A and D to ensure equilibrium, with initial calculations yielding 101 kN upwards and 90 kN to the right at A, and -11 kN downwards at D. Participants emphasize the importance of verifying these reactions through equilibrium equations before proceeding to sketch the shear and moment diagrams, highlighting the necessity of accurate calculations for effective diagram representation.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Knowledge of shear and moment diagram construction
  • Familiarity with reaction forces in structural analysis
  • Ability to perform algebraic summation of forces and moments
NEXT STEPS
  • Review the principles of static equilibrium in structural frames
  • Learn how to construct shear and moment diagrams accurately
  • Study the effects of pin and fixed supports on reaction forces
  • Practice calculating bending moments at various points in a frame
USEFUL FOR

Structural engineers, civil engineering students, and professionals involved in frame analysis and design will benefit from this discussion, particularly those focused on understanding shear and moment diagrams in structural systems.

getbuckets68
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Draw the shear and moment diagrams for each of the three members of the frame. Assume the frame is pin connected at A, C, and D and there is a fixed joint at B.

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Please i need help with this .. would be great if anyone can help
 
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First, determine the reactions at A and D to keep the frame in equilibrium.
 
on A i got 101 KN up and 90 KN to right, at D i got -11 Kn , i am not sure if these are right
 
Last edited:
Well, that's easy to check.

Take your reactions an see if they equations of equilibrium are satisfied.

If not, rinse and repeat.
 
think i got the reactions correct but I am not sure bout my shear diagram doesn't look right
 
Well, I'm not sure either. You'll have to post it.
 
ok here is what I've drawn so far
 

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It's kinda blurry - can't make out any details at all.
 
dw about the pic uptop just the shear diagram..does the shape look right
 
  • #10
How do you know the reactions are right? There is no point drawing the moment and shear diagrams if the reactions are not right. The reactions are checkable. So please send your calcs.
 
  • #11
i already sent my calculations. on reaction A i got 101 KN up and 90 KN to right, on reaction D i got -11 Kn downwards, i am going with these thanks for your help
 
  • #12
I haven't seen calcs for reactions, which I believe are self-evidently not correct. (For example, what is the bending moment at point C? I am sure you would say 'zero' because of the hinge there, but have you checked by taking the algebraic sum of moments on each side of C?)
 
  • #13
yes i am re doing the calculations now.. i will take a section at pin C and start summing from there
 

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