PURE BENDING and Parallel Axis Theorem in 12 Minutes!
Vložit
- čas přidán 6. 08. 2024
- Everything you need to know about Pure Bending normal stresses, and the parallel axis theorem used to calculate I.
0:00 Positive and Negative Moments
0:18 Bending Stress Derivation
3:34 Second Moment of Area
4:02 I for a Rectangle
5:07 Parallel Axis Theorem
7:32 Parallel Axis for Rectangle
7:48 Steps for Overall I
9:13 Normal Bending Stress Equation
9:39 Lecture Example
Example 1: • Bending Stress and "In...
Example 2: • Parallel Axis Theorem ...
Example 3: • Maximum Bending Moment...
Statics - Shear and Bending Moment Diagrams in 13 Minutes
• SHEAR and BENDING Mome...
Statics - Centroid of Complex Area - Examples:
• CENTROID of Composite ...
• Finding the CENTROID o...
Statics - Centroids and Center of Mass in 10 Minutes
• CENTROIDS and Center o...
Polar Second Moment of Area:
• Shearing Stresses, TOR...
____________________________________________________________
Next Lecture:
Stress CONCENTRATIONS in 7 Minutes! Torsion & Bending
• Stress CONCENTRATIONS ...
Previous Lecture:
Torsion, Angle of Twist and STATICALLY INDETERMINATE in 13 Minutes!
• Torsion, Angle of Twis...
______________________________________________________________
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
I am researching soil shear.
Because soil contains water, water pressure affects measurements, and there is a method called triaxial testing.
We obtain data in situ, record the data in a form that allows us to remove pore water pressure in the same way as triaxial testing, record the pressure at the time of failure, and analyze it. In that case, by comparing the data separated into rotation and load vectors with the movement of pressure, we can obtain data at the time of failure. This explanation was very helpful, and I appreciate it.
you are an absolute gun, you have turned me not understanding my 3 hour boring lecture into a 15-minute essential guide to bending. Thank you so much :)
You got this because this is less boring lecture💪
Saving me from my exam, thanks man
so valuable! thanks
Thanks to you I passed Mechanics of Materials! Thank you so much
so good bro i better than 2hr college lecture
YOU are killing it, best regards :D
Saving my degree honestly! Thank you sm
You are awesome dude
Great vid, new sub
Thanks! Share with your friends!
This is amazing! A small problem for me are the imperial units. You might reach a wider audience if you use SI units but it only matters in the example
Ah! I know... I do use both types of units for the example videos. But thanks for the suggestion!
@@LessBoringLectures you doing amazin bro, in every engineering course they fuck with all three units, they want you to be able to work with all of them.
does the neutral axis always run through the centroid of a cross section?
it is great vid but try to be calm when you tech because some of us english is not out first language so pls