Mohr's Circle || Simply the BEST Explanation || Geometric Properties of Sections || SOM
39:17
Mohr's Circle || Simply the BEST Explanation || Geometric Properties of Sections || SOM
Ай бұрын
Derivation of Euler's Formula When Both ends of the Column is hinged || IOE TU ||
15:58
Derivation of Euler's Formula When Both ends of the Column is hinged || IOE TU ||
Ай бұрын
Very Important Past Question - 2081 Bhadra || SOM || IOE
44:39
Very Important Past Question - 2081 Bhadra || SOM || IOE
Ай бұрын
End Conditions of Column and their Effects || Column Theory || SOM || IOE
6:45
End Conditions of Column and their Effects || Column Theory || SOM || IOE
Ай бұрын
IOE Past Question Paper Solution || Complete Numerical 3 || Principal Moment of Inertia || IOE
26:40
IOE Past Question Paper Solution || Complete Numerical 3 || Principal Moment of Inertia || IOE
Ай бұрын
Numerical 1 || Compass Surveying || Surveying-I || IOE
5:40
Numerical 1 || Compass Surveying || Surveying-I || IOE
Ай бұрын
Chapter 2 | Derivation Series || Derivation 4 || Product of Inertia of Quarter Circle: Type 2 || SOM
25:01
Chapter 2 | Derivation Series || Derivation 4 || Product of Inertia of Quarter Circle: Type 2 || SOM
Ай бұрын
Chapter 2 | Derivation Series || Derivation 3 || Product of Inertia of Quarter Circle: Type 1 || SOM
24:04
Chapter 2 | Derivation Series || Derivation 3 || Product of Inertia of Quarter Circle: Type 1 || SOM
Ай бұрын
Chapter 2 | Derivation Series || Derivation 2 || Product of Inertia of Triangle Type 2 || SOM || IOE
13:10
Chapter 2 | Derivation Series || Derivation 2 || Product of Inertia of Triangle Type 2 || SOM || IOE
Ай бұрын
Chapter 2 | Derivation Series || Derivation 1 || Product of Inertia of Triangle Type 1 || SOM || IOE
27:47
Chapter 2 | Derivation Series || Derivation 1 || Product of Inertia of Triangle Type 1 || SOM || IOE
Ай бұрын
(Corrections Made) Chapter 2 || Product of Inertia || Part 1 || Full Concept || SOM
18:53
(Corrections Made) Chapter 2 || Product of Inertia || Part 1 || Full Concept || SOM
Ай бұрын
Buckling of Column || Column Theory || SOM || IOE
5:43
Buckling of Column || Column Theory || SOM || IOE
Ай бұрын
RELATION BETWEEN E,K AND POISSON'S RATIO || STRESS AND STRAIN || STRENGTH OF MATERIALS || IOE
15:37
RELATION BETWEEN E,K AND POISSON'S RATIO || STRESS AND STRAIN || STRENGTH OF MATERIALS || IOE
Ай бұрын
10. NUMERICALS ON STRESS AND STRAIN || STRENGTH OF MATERIALS || STRESS AND STRAIN || IOE
16:28
10. NUMERICALS ON STRESS AND STRAIN || STRENGTH OF MATERIALS || STRESS AND STRAIN || IOE
Ай бұрын
Theory of Flexure || Derivation of Flexural Formula || SOM || IOE
26:00
Theory of Flexure || Derivation of Flexural Formula || SOM || IOE
Ай бұрын
IOE Past Question Paper Solution || Complete Numerical 2 || Principal Moment of Inertia || IOE
28:52
IOE Past Question Paper Solution || Complete Numerical 2 || Principal Moment of Inertia || IOE
Ай бұрын
Chapter 2 || Principal Moment of Inertia || Complete Concept || IOE
11:14
Chapter 2 || Principal Moment of Inertia || Complete Concept || IOE
Ай бұрын
Complete Numerical 1 || Principal Moment of Inertia || IOE
9:06
Complete Numerical 1 || Principal Moment of Inertia || IOE
Ай бұрын
9.NUMERICALS ON STRESS AND STRAIN || STRESS AND STRAIN || SOM || IOE
11:01
9.NUMERICALS ON STRESS AND STRAIN || STRESS AND STRAIN || SOM || IOE
Ай бұрын
8. NUMERICALS ON STRESS AND STRAIN || STRESS AND STRAIN || SOM || IOE
15:05
8. NUMERICALS ON STRESS AND STRAIN || STRESS AND STRAIN || SOM || IOE
Ай бұрын
Chapter 2_Numerical 1_ Product of Inertia Portion || Strength of Materials || IOE
13:11
Chapter 2_Numerical 1_ Product of Inertia Portion || Strength of Materials || IOE
Ай бұрын
CONSIDERATIONS FOR CHOOSING FACTOR OF SAFETY || STRESS AND STRAIN || SOM || IOE
6:56
CONSIDERATIONS FOR CHOOSING FACTOR OF SAFETY || STRESS AND STRAIN || SOM || IOE
Ай бұрын
ULTIMATE AND ALLOWABLE STRESSES; FACTOR OF SAFETY || STRESS AND STRAIN || SOM || IOE
14:44
ULTIMATE AND ALLOWABLE STRESSES; FACTOR OF SAFETY || STRESS AND STRAIN || SOM || IOE
Ай бұрын
Chapter 2_Numerical 1_ Moment of Inertia Portion || Strength of Materials || IOE
30:33
Chapter 2_Numerical 1_ Moment of Inertia Portion || Strength of Materials || IOE
Ай бұрын
Column Theory
10:51
Column Theory
Ай бұрын
Chapter 2 || Product of Inertia || Part 2 || Parallel Axis Theorem and Sign Convention || SOM || IOE
32:41
Chapter 2 || Product of Inertia || Part 2 || Parallel Axis Theorem and Sign Convention || SOM || IOE
Ай бұрын
7. NUMERICALS ON STRESS AND STRAIN || STRENGTH OF MATERIALS || STRESS AND STRAIN || IOE
9:22
7. NUMERICALS ON STRESS AND STRAIN || STRENGTH OF MATERIALS || STRESS AND STRAIN || IOE
Ай бұрын
6. NUMERICALS ON STRESS AND STRAIN || STRENGTH OF MATERIALS || STRESS AND STRAIN || IOE
8:35
6. NUMERICALS ON STRESS AND STRAIN || STRENGTH OF MATERIALS || STRESS AND STRAIN || IOE
Ай бұрын
5. NUMERICALS ON STRESS AND STRAIN || STRESS AND STRAIN || STRENGTH OF MATERIALS || IOE
16:28
5. NUMERICALS ON STRESS AND STRAIN || STRESS AND STRAIN || STRENGTH OF MATERIALS || IOE
Ай бұрын
Пікірлер
@designdennp
@designdennp Ай бұрын
Yadi derivation garda tyo figure ramrari bujhiyena vane tyo figure ra derivation Facebook page Design Den ma herda hunxa. Tyaha upload gariyeko xa
@designdennp
@designdennp Ай бұрын
PoI for the Quarter-Circle Type-2 is: +0.0165 R^4 at 15:32 and ahead
@designdennp
@designdennp Ай бұрын
Correction: At 37:52 , the angle is Anti-Clockwise and hence being ideal case, it is positive.
@designdennp
@designdennp Ай бұрын
Y axis ko along ma lateral strain nikalda x axis ko along ma length ghatxa hai width haina. Similar for Z axis and X axis
@designdennp
@designdennp Ай бұрын
Yo question ma tyo end distance chahi 100 cm linuhola ra answer chahi 33.34 cm auxa tyeso garda
@designdennp
@designdennp Ай бұрын
Yo question ma reaction force nikalda net moment about c or d =0 garna pani milxa Tara tyeso garema jhan complex hunxa solve garna. Kinaki c pani fixed support ho ra d pani. Ra tyaha moment as reaction force induce vayeko hunxa. Ra net moment about c lida d ko reaction moment auxa along with P(Al) ra d ko about ma net moment 0 lida A ko reaction moment auxa along with P(st). Ra yo solve garna sakinna. Yo statically indeterminate structure vayeko le ek choti net vertical force 0 line ra compatibility equation use garne
@thebestofyouyt
@thebestofyouyt 2 ай бұрын
Kyaa babbal tarika le bujhaunu hunxa, Amazing
@thebestofyouyt
@thebestofyouyt 2 ай бұрын
What an amazing way of explaining ! Sabbai majjale bujhiyo Daai
@thebestofyouyt
@thebestofyouyt 2 ай бұрын
Yo chapter dherai gaaro laagyathyo daai, aaja balla bujhe jasto bhayo Thank u daai
@thebestofyouyt
@thebestofyouyt 2 ай бұрын
Babbal padhaunu hudo raixa Daai Ajjhai videos lyaunuparyo aru subjects ko pani
@NehaYadav-w1m3q
@NehaYadav-w1m3q 2 ай бұрын
Dai Torsion ko nii banaunu na
@designdennp
@designdennp Ай бұрын
Aaudaixa Bunu 😊
@NehaYadav-w1m3q
@NehaYadav-w1m3q 2 ай бұрын
Dai Flow measurement ko nii vdo banaunu na
@kundankarak1355
@kundankarak1355 2 ай бұрын
Nice ❤
@designdennp
@designdennp 2 ай бұрын
Thanks 🔥
@designdennp
@designdennp 2 ай бұрын
If yesma FBD banauda kunai ma contraction ayeko thyo vane net elongation nikalda tyeslai chahi subtract garnu parxa.
@Magnet-g
@Magnet-g 4 ай бұрын
Applied mechanics ma dai❤❤
@designdennp
@designdennp 4 ай бұрын
Applied Mechanics ko ni aaudaixan videos, Ahile SOM ko laagi 1st chapter kaa videos xan , Which are equally important for Applied Mechanics, Beam and Frame ko, Tyo herdai gara la ❤
@digguscience
@digguscience 4 ай бұрын
another new video on fluid mechanics. Cool.
@designdennp
@designdennp 4 ай бұрын
Thank you! Please check out our videos on Strength of Materials too 😊
@ArpanaJhaj
@ArpanaJhaj 5 ай бұрын
Very informative video 🙌 Keep it up 👍
@designdennp
@designdennp 4 ай бұрын
Thanks a lot 😊