A round beam of length 14-in is simply supported at A and D. The beam is loaded in torsion and with transverse loads. The diameter of the beam is 1.5in. Calculate the principal stresses and the max shear stress at the mostcritical point in the beam. solve from tan theta = 4/3 then theta =tan inverse(4/3) = 53.13 degree solve from theta for other force of 600 lb is theta = 45 degrees Then solve for each reactions, bending moment My, bending moment Mz and the maximum bending moment and maximum stress along x axis. And also calucalate the principle stresses and the maximum shear stress at the most crictical point in the beam. Show everything with proper digaram with step by step solution and give me right answer. And I will surely upvote for you and subscribe it
A round beam of length 14-in is simply supported at A and D. The beam is loaded in torsion and with transverse loads. The diameter of the beam is 1.5in. Calculate the principal stresses and the max shear stress at the mostcritical point in the beam.
solve from tan theta = 4/3 then theta =tan inverse(4/3) = 53.13 degree
solve from theta for other force of 600 lb is theta = 45 degrees
Then solve for each reactions, bending moment My, bending moment Mz and the maximum bending moment and maximum stress along x axis.
And also calucalate the principle stresses and the maximum shear stress at the most crictical point in the beam.
Show everything with proper digaram with step by step solution and give me right answer. And I will surely upvote for you and subscribe it.
![The image depicts a diagram of a three-dimensional force and moment system applied to a structure, comprised of points A, B, C, and D. The coordinate system is marked with axes labeled x, y, and z.
### Description of Forces and Moments:
- **Point A:**
- A couple moment of 5 kip.in is acting on the structure in the negative z-axis direction.
- **Point B:**
- A downward inclined force of 1000 lbs, creating a triangle with dimensions 3 inches (horizontal component) and 4 inches (vertical component).
- A couple moment of 15 kip.in is present, acting clockwise when viewed from the positive x-axis.
- **Point C:**
- A force of 600 lbs acting vertically downwards.
- The moment arm is 1 inch from where the force acts back the direction of the 4-inch horizontal distance to Point D.
- **Point D:**
- A couple moment of 10 kip.in is acting counterclockwise when viewed from the positive x-axis.
### Dimensions in the Structure:
- The horizontal distance from Point A to Point B is 6 inches.
- The horizontal span between Point B and Point C is 7 inches.
- The horizontal distance from Point C to Point D is 4 inches.
This arrangement of forces and moments is often analyzed to understand stress distribution within a structure and to ensure equilibrium is maintained.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5a3c4ad1-60f3-4a51-a890-c579401e2ea1%2Fbbde9d66-99ff-4cda-aae7-a2e6d654d759%2Flnxsa88.jpeg&w=3840&q=75)
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