Statically Indeterminate Torsion Members

In summary, a solid circular bar with fixed supports at ends A and D is acted upon by two equal and oppositely directed torques T_0 applied at points B and C, each located at a distance x from one end of the bar. The sum of angles should be zero due to the fixed supports and the sum of torques should also be zero due to the equal and oppositely directed torques. Using symmetry, it can be deduced that the angle of rotation at mid-length must be zero, simplifying the problem. For the maximum angle of twist at points B and C, x should be equal to L/4.
  • #1
aznkid310
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1

Homework Statement



A solid circular bar ABCD with fixed supports at ends A and D is acted upon by two equal and oppositely directed torques T_0. The torques are applied at points B and C, each of which is located at a distance x from one end of the bar. (The distance x may vary from zero to L/2).

a) For what distance x will the angle of twist at points B and C be a maximum

b) What is the corresponding angle of twist W_max?

Sorry I can't upload a picture, but basically there is a torque at B which is a distance x from end A of the bar, and another torque at C which is also a distance x to the other end D.

Homework Equations



Since it is fixed, then the sum of angles should be zero, correct?

So i would have to sum up the angles as follows: W_ab + W_bc + W_cd = W_ad ?

Also, the sum of torques should be zero.

Do i need to take an integral? If so, how should i approach this?

For each angle, I can make an imaginery cut and use the angle of twist formula, but this is where I am having trouble. Could someone walk me through this?

The Attempt at a Solution



Sum of torques: T_a - T_0 + T_0 - T_d = 0

T_a = T_d
W_ab = [(T_a)x]/GI
W_bc = [(T_a - T_0)]/GI
W_cd = [(T_a - T_0 + T_0)]/GI

where I = (pi/32)(d^4)

I don't believe this is correct
 
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  • #2
> Since it is fixed, then the sum of angles should be zero, correct?
Correct, you could deduce that from symmetry (or anti-symmetry)

> Also, the sum of torques should be zero.
Correct, you could deduce that from
> ...two equal and oppositely directed torques T_0...If you look further using symmetry, what can you deduce for the angle of rotation at mid-length? Does that simplify your problem?

What can you deduce for the answer to the question:
> a) For what distance x will the angle of twist at points B and C be a maximum
 
  • #3
. I would appreciate any help with this problem.

I would approach this problem by first understanding the concept of statically indeterminate torsion members. This means that the system cannot be fully analyzed using equilibrium equations alone and additional equations are needed to solve the problem.

To solve this problem, we can use the compatibility equation, which states that the sum of the angles of twist at all points in the bar must be equal to the total angle of twist. This means that W_ab + W_bc + W_cd = W_ad.

Next, we can use the equilibrium equation for torques, which states that the sum of all torques acting on the system must be equal to zero. This means that T_a - T_0 + T_0 - T_d = 0.

Using these two equations, we can solve for the unknown variables, x and W_max. We can also use the angle of twist formula, W = (TL)/GI, where T is the applied torque, L is the length of the bar, G is the shear modulus, and I is the polar moment of inertia.

To answer the questions posed in the problem, we need to find the value of x that will result in the maximum angle of twist, W_max. This can be done by taking the derivative of W with respect to x and setting it equal to zero. Solving for x will give us the value of x that will result in W_max.

In summary, to solve this problem we need to use the compatibility equation, the equilibrium equation for torques, and the angle of twist formula. It may also be helpful to draw a free body diagram and label all known and unknown variables.
 

FAQ: Statically Indeterminate Torsion Members

1. What is a statically indeterminate torsion member?

A statically indeterminate torsion member is a structural element that cannot be analyzed using static equilibrium equations alone. This is because the number of unknown reactions and external loads is greater than the number of equilibrium equations available.

2. What are some common examples of statically indeterminate torsion members?

Some common examples of statically indeterminate torsion members include beams with multiple supports, trusses with redundant members, and frames with pinned connections.

3. How is the analysis of statically indeterminate torsion members different from statically determinate ones?

In the analysis of statically indeterminate torsion members, additional equations such as compatibility and strain-displacement equations are needed to solve for the unknown reactions and internal forces. This is because the structure is not in a state of static equilibrium.

4. What are the advantages of using statically indeterminate torsion members in structural design?

The use of statically indeterminate torsion members allows for more efficient structural designs as they can resist larger loads and have better load distribution compared to statically determinate members. They also offer more flexibility in design and can reduce the number of structural components needed.

5. What methods are commonly used to analyze statically indeterminate torsion members?

The most commonly used methods for analyzing statically indeterminate torsion members are the force method, displacement method, and slope-deflection method. These methods involve solving a system of equations to determine the unknown reactions and internal forces in the structure.

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