Statics 2D Virtual Work problem regarding calculation of Normal force

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SUMMARY

The discussion focuses on calculating normal forces in a 2D static frame using the principle of virtual work. The first problem involves a frame supported by a hinge and roller, with forces applied at specific points. The calculated normal force at point C using virtual work was found to be -12.2666 kN, while the equilibrium equations suggested a value of -17.6 kN. The second problem similarly applies virtual work to determine shear force, with the user struggling to compute virtual displacements accurately.

PREREQUISITES
  • Understanding of statics principles, specifically the principle of virtual work.
  • Familiarity with equilibrium equations in 2D structures.
  • Knowledge of calculating virtual displacements in mechanical systems.
  • Proficiency in analyzing forces and moments in static frames.
NEXT STEPS
  • Study the principle of virtual work in detail, focusing on its application in statics.
  • Learn how to derive virtual displacements for various loading conditions.
  • Practice solving statics problems using both equilibrium equations and virtual work methods.
  • Explore advanced topics in structural analysis, such as the method of sections and joints.
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Students and professionals in engineering, particularly those specializing in structural analysis and mechanics, will benefit from this discussion. It is especially relevant for those looking to deepen their understanding of virtual work applications in statics.

manan1
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PROBLEM 1


Homework Statement



VIRT_LR_009.jpg


The frame in the figure is supported by a hinge in A and a roller in G. It is loaded by a couple = 14 kN*m in B, a force = 12 kN in D and a distributed force = 4 kN/m on section EG. = 1.4 m.
Calculate the normal force in C. Use the correct signs for tension and compression. Hint: Solve using the principle of virtual work and use previously mastered methods to check your answer.


This is a problem from mastering engineering, the statics book. I can solve the problem using equilibrium equations, but i want to know what i am doing wrong with when I am doing using the virtual work theorem.

Homework Equations



\deltaW = 0
\delta\theta small → tan ( \delta\theta) ≈ \delta\theta ;


The Attempt at a Solution



DSC00011.jpg



\delta\theta_{1} = \delta\theta_{2} = \delta\theta


\delta\theta_{1} = \delta u_{1}/a
\delta\theta_{2} = \delta u_{2}/2a


LET
\delta u_{2} = \delta u

\delta u_{2}/2a = \delta u_{1}/a → \delta u_{1} = \delta u/2
\delta u_{3}/(a/2) = \delta u/2a → \delta u_{3} = \delta u/4
\delta u_{5} = \delta u_{1} = \delta u/2
\delta u_{4} = \delta u_{2} = \delta u

\delta W = 0

Therefore
-M*\delta\theta-N*\delta u_{5}-N*\delta u_{4}-F*\delta u_{2}-qa*\delta u_{3} = 0
\delta u ≠ 0
-M*\delta u/2a-N*\delta u/2-N*\delta u-F*\delta u-qa*\delta u/4 = 0
-\frac{3}{2}N = M/2a + F + qa/4
N = -12.2666... kN


But the answer should be -17.6 kN according to equilibrium equations.



PROBLEM 2

Homework Statement



attachment.php?attachmentid=40380&stc=1&d=1319724126.jpg


The frame in the figure is supported by a hinge in A and a roller in G. It is loaded by a couple = 4 kN*m in D, a force = 6 kN in B and a distributed force = 1 kN/m on section EG. = 1.5 m
Calculate the shear force in C with the sign convention as shown in the figure. Hint: Solve using the principle of virtual work and use previously mastered methods to check your answer.

Homework Equations



\deltaW = 0
\delta\theta small → tan ( \delta\theta) ≈ \delta\theta ;


The Attempt at a Solution



attachment.php?attachmentid=40381&stc=1&d=1319724126.jpg


I have no idea how to calculate the virtual displacement for the force F at B.
 

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Last edited:
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For problem 1, why are you sure that δθ1=δθ2 ?
 
i induce the same amount of rotation in both, and than follow to measure the change in the distances
 
I would try the other way around : assuming a deplacement δu2=δu1 and then calculate the rotation
 
tried it, doesn't work.

the new virtual work equation becomes...

-M/a - F - qa/4 = 2N
=> N = -11.7
 
Last edited:

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