Example on theories of failure|Maximum shear stress|Distortion energy|Principal stress theory|GATE|2
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- Опубліковано 27 сер 2024
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Nyc xplanation
Thank you
Why compressive yield strength is not used?
Because during compression the length reduces which we take as negative
And tensile is positive
Here Syc = Syt
That's why we have not considered
Compressive yield strength
Super explanation sir
Thank you so much for motivating me by your amazing words
🙌🙌
Thank you
with segment X & segment Y they represent which number for the calculation?
and how this is calculated 15.10^3.10^3
Can you explain again?
The load apply in respect to X direction that's why we find in segment in X not in Y (no load on Y so - zero ) and ..... 15KNM = 15*10^3 (for kN to N ) * 10^3 (for Meter to Milimeter) == 15*10^6
which book you follow sir because as it is questions are asked in end sem exam
Thank you so much
Sir since it is mega pascal why no 10^6 for Sty
At which step, my dear friend
@@vipulgoti47 its ok I found it out
@@PriscillaShibu-ck4lj ok.
Max distortion energy how to simplifi
Means?
How is shear maximum is 148.48
I calculated it's coming around 140.05
Calculate it once again
How to determine fos
Given to you mostly for example
Simplification also tell sir
Thanks for positive comment
Sir how y = d/2 can you explain?
It is the max distance from cg
It is coming 960 mm i.e 0.96 m.
My dear friend, Do it again.