3 Section Torsion, ANGLE OF TWIST in 2 Minutes!
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- Опубликовано: 5 фев 2025
- Angle of Twist Expression
Angle of Twist Sub-indices
Always Assume Torques as Positive
Adding Angles of Twist
Statically Indeterminate Problems
Example 1: • 3 Section Torsion, ANG...
Example 2: • Angle of Twist - GEAR ...
Example 3: • Composite Under Torsio...
Main Video Link:
Torsion, Angle of Twist and STATICALLY INDETERMINATE in 13 Minutes!
• Torsion, Angle of Twis...
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Other Mechanics of Materials Lectures:
Watch the entire course in less than 4 HOURS!!
01 Axial Loading Normal Stress: • EVERYTHING on Axial Lo...
02 Shearing Strain and Stress Components: • SHEAR STRAIN and Stres...
03 Axial Deformation, Temperature Changes, and Poisson’s Ratio: • Axial Deformation, The...
04 Statically Indeterminate: • STATICALLY INDETERMINA...
05 Stress Concentrations and Factor of Safety: • Stress CONCENTRATION F...
06 Shearing Stress, Torsion: • Shearing Stresses, TOR...
07 Angle of Twist, Statically Indeterminate: • Torsion, Angle of Twis...
08 Bending Stress, Second Moment of Area, and Parallel Axis Theorem: • PURE BENDING and Paral...
09 Stress Concentration Factors for Torsion and Bending: • Stress CONCENTRATIONS ...
10 Beam Deflections & Singularity Functions : • Bending and BEAM DEFLE...
11 Transformed Sections for Bending (Composites): • Bending and BEAM DEFLE...
12 Transverse Shear: • Everything About TRANS...
13 Shear Flow: • Thin-Walled Members an...
14 Mohr’s Circle and Principal Stresses: • Principal Stresses and...
15 Pressure Vessels: • Thin-Walled PRESSURE V...
16 Ductile Failure Criteria (Yield): • Yield (DUCTILE) FAILUR...
17 Brittle Failure Criteria (Fracture): • Fracture (BRITTLE) FAI...
18 Combined Loading: • Everything About COMBI...
19 Column Buckling: • BUCKLING - Column Stab...
20 Elastoplastic Beams and Residual Stresses (torsion too): coming soon
![[311] TORSION: Angle of twist of Shaft with multiple segment](http://i.ytimg.com/vi/vUaWRTqDbEs/mqdefault.jpg)
I can't decide which I like more, your videos or Engineer Mayday's notes - both are exceptional.
theres a little typo in the answer. The modulus value in denominators should be of the power 10^9 since its giga. however, value of answer is correct.
thanks for the video! i've been looking for similar questions
This is LIT 🔥🔥🔥
Hat's off!
Please make lec on thinwalled structure
small error GPA=10power9
Do tell me if you can provide PDFs to these?
Thanks!
why need to add a negative infront ot torque?
negative so that it remains static Sigma M = 0
Shouldn't the correct answer be 1.06943 rad or 61.274 degrees since gigapascal is 10^9 or am I missing something?
why did you use the factor 1/32 for the polar moment? isnt it 1/2
He replaced the radius with diameter so it ends up having 1/32 out the front.
@@dhanushdama882 ohhhh okay makes sense 🙏 thank you
What if the forces were opposing rather than the same direction?
That will account on the positive and negative sign. In this case, a clockwise torsional movement would end up as positive torque value rather than the negative counterclockwise sign convention shown on the sample.
chapter 3 sonu
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