Finding the reactions at the supports, 3D model

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SUMMARY

The discussion focuses on determining the reactions at supports A, B, and C in a 3D model using static equilibrium equations. The user initially calculates reactions using the equations of equilibrium: ΣFx=0, ΣFy=0, and ΣFz=0, leading to partial values for reactions at supports A and C, while B remains unknown. The conversation emphasizes the importance of not assuming equal distribution of forces at supports B and C without proper justification and suggests using orthogonal views to simplify the analysis. Ultimately, the user concludes that the force at support C in the x-direction is 3 kN, allowing for further calculations of member forces.

PREREQUISITES
  • Understanding of static equilibrium principles in 3D structures
  • Familiarity with reaction forces and their calculations
  • Knowledge of moment calculations about various axes
  • Ability to interpret and create orthogonal views of structures
NEXT STEPS
  • Learn about the method of joints in truss analysis
  • Study the application of orthogonal views in structural analysis
  • Explore the concept of pin joints and their implications on force distribution
  • Review advanced equilibrium equations for complex structures
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Structural engineers, civil engineering students, and anyone involved in analyzing 3D frameworks and static equilibrium in structures.

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Homework Statement


Hi. See attached, I need to determine the forces in all members.


Homework Equations


Sum of forces in X, Y & Z all equal 0.
Sum of moments in X, Y & Z all equal 0.


The Attempt at a Solution



I've drawn the reactions at each support, A, B and C in my 2nd attached

ƩFx=0 ∴ 8+3-R(ax)-R(bx)-R(cx)=0
ƩFy=0 ∴ R(ay)+R(by)+R(cy)=0
ƩFz=0 ∴ 20+20+20-R(az)-R(bz)-R(cz)=0

After taking moments from various places and about various axis, I get Reactions at:

A-x= 8
y= 0
z=20

B-x= ?
y= 0
z= 9

C-x= ?
y= 0
z= 31

All in kN. The workings are just long winded so I'll put the important bit in - the unknowns R(bx) and R(cx).

Taking moments at A about the Z axis
0.866R(bx)+0.866R(cx)+0.866(3)+0.5R(cy)-0.5R(by)=0

R(cy)=R(by)=0 & dividing by 0.866
The equation becomes:

R(bx) + R(cx) = -3kN

I would say 3kN is shared equally between point C and B, but I have no proof, i.e. I can't see an equation that shows R(bx)=R(cx). Can I just assume 3kN is shared equally and R(bx) = R(cx) = 1.5kN
 

Attachments

  • 3D members.jpg
    3D members.jpg
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  • IMG00053-20121221-0848.jpg
    IMG00053-20121221-0848.jpg
    21.6 KB · Views: 815
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If E is a pin joint, not able to resist moment about any axis, what does this imply for the reaction components at B? You have only 6 equilibrium equations for the whole frame, but you have assumed 9 reaction components. You need three more equations. If E is a pin joint, that gives you two more equations, considering the equilibrium of EB alone. Perhaps you are too algebraic in your approach? Yes, you do in the end have to solve equations, but have you considered drawing the three orthogonal views parallel to each of the x, y, z directions, to see if some simplification or symmetry makes itself apparent? And you cannot assume that B and C equally resist the 3 kN force.
 
Last edited:
Yes I am quite algebraic in my approach, but it's all logic so I have more confidence it's correct. I apprectiate your response.

Ive had a think about why you chose a pin joint at E. The EB leg seems only suited to taking a tensile force (z component). Realistically speaking there would be a huge force at the joint if it wasn't a pin joint. I now believe the force is zero at reactions B in the x and y planes. So I can say the force at C in the x direction is 3kN.Now I have all 9 values I can start calculating the force in each member.

You mention orthogonal views. I will research this a little, the book I'm using hasn't mentioned that method. Does it help finding the reactions or finding the forces in the members?
 
You may well be correct with your reaction components. Before calculating member forces, you can check the reaction components by using 6 independent equilibrium equations. Algebraic sum of forces in 3 directions should be zero. Algebraic sum of moments about any 3 non-parallel axes should be zero. That will give you the confidence to proceed.
 
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