Ma'am Net area of the plate section an =780 mm^2 Design strength of the plate =227.27 KN Avg=1000mm^2 Avn=670mm^2 Atg=600mm^2 Atn=446mm^2 Tdb=262.87KN Tdb=250.55 KN Therefore the block shear strength i got 250.55 KN
Net area of the plate section (An) = 780 mm² Design strength of the plate=227.27KN Avg= 1000mm² Avn=670mm² Atg=600mm² Atn=490 mm² Tdb=275.86 KN and 250.554 KN Therefore ,the block shear strength I got is 250.554 KN
Ans -
Avg= 1000mm2
Avn=670mm2
Atg=400mm2
Atn=290mm2
Tdb1=216823.97N
Tdb2=205099.737N
.'.block shear strength =205.099 kN
Mam,how you calculate Atn and Atg???
This vid is a godsend. Clear and quick instructions.
Love from America ma’am short n simple explanation
Hello miss your videos are really helpful. Keep going and make more videos, Love from Nagaland.
Thank you so much dear 😇
Welcome miss.
Thankyou, it's really helpfull.
Keep going make another videos.
Love from Indonesia.
My pleasure☺️ & it feels good when appreciated. Love from India💕
Thank you SO MUCH! Very well explained!
Thank you! It is really helpful!
👌
MAM IN WHICH SITUATION I CAN NEGLECT BLOCK SHEAR FAILURE IN ANGLE SECTION AS WELL AS I SECTION AND WHY PLEASE REPLY
It Is So Helpful 🙂.❤️❤️❤️.
Nicely explain 😊
Thank u .. love u ma'am 💓
Love you too
At 5.48 wt is the side view of the section? Is it L shape or inverted L(i.e. outstanding leg on top side)
very informative dear
Thanks dea
Please note for the practise question - diameter of the bolt is 20mm & Grade of steel is Fe410.
Ma'am how to find Atg?
I mean Atn
okay maam
Ma'am what about yield stress, fy?
@@vick_almighty fy for Fe410 grade of steel is always 250 N/mm2
Very very nice explanation thankyou so much mam😁
My pleasure 😊
@@nabanitadaimary735 mam please do steel structures lectures from all units mam
Ma'am I got the answer 364.75KN... Is it correct ma'am??
Thank You So Much ❤️.
Helpful. Tq mam
It was amazing
Ma'am Net area of the plate section an =780 mm^2
Design strength of the plate =227.27 KN
Avg=1000mm^2
Avn=670mm^2
Atg=600mm^2
Atn=446mm^2
Tdb=262.87KN
Tdb=250.55 KN
Therefore the block shear strength i got 250.55 KN
Maam from what callege u r .r u from assam
Good afternoon Ma'am
My name is Rogenlu appa
And I got the answer is...
the block shear strength 202.544kN
Please check the ans above
Avg=1000mm^2
Avn=780mm^2
Atg=600mm^2
Atn=380mm^2
block shear strength =243.39kN
Is it correct ma'am?
You will know this by the end of the day. Let other answers come Stephanie. Good to see your interest. 👍
@@nabanitadaimary735 thank you ma'am
Along shear,
Avg=1000mm²
Avn=670mm²
Along tension,
Atg=400mm²
Atn=290mm²
Now,Tdb= 216.82 KN and 205.09 KN
Therefore the block shear strength=205.09KN.
Avg=100mm^2 Avn =670mm^2. Atg =400mm^2. Atn =290mm^2. Tdb1= 216.823KN. Tdb2 =205.099KN. Therefore the block shear strength is 205.099KN
Good afternoon ma'am.
Ma'am I got block shear strength=250.6KN
Good afternoon lensi
Avg = 1000 mm^2
Avn = 670 mm^2
Atg = 600 mm^2
Atn = 490 mm ^2
.°. The block shear strength, Tdb = 250.55 KN
Ma'am The block shear strength =205.09KN
Ma'am I got block shear strength as 202.54kN
At the end of the day answer will be announced and you can check your ans himal here. All the best
Nice work
Thank you so much
Net area of the plate section (An) = 780 mm²
Design strength of the plate=227.27KN
Avg= 1000mm²
Avn=670mm²
Atg=600mm²
Atn=490 mm²
Tdb=275.86 KN and 250.554 KN
Therefore ,the block shear strength I got is 250.554 KN
good morning maam
Good afternoon stefanie
Therefore the block shear strength = 250.55 KN
Ma'am, it must be
205.099 KN..
Avg= 1000mm²
Avn= 670mm²
Atg= 400mm²
Atn= 290mm²
Tdg =216.824 KN $
Tdg=205.099 KN
Thus, block shear strength = 205.099 KN
You are absolutely right
@@nabanitadaimary735 thanku mam😊
Thanks mam
Maam i got the block shear strength=205.09KN
block shear strength is 250.554 kN
Block shear strength is 250.55 KN
My name is PALLAB TALUKDAR, 1711045, sec A
Avg= 1000mm^2
Avn= 670 mm^2
Atn =290mm^2
Atg =400mm^2
Tdb1 = 216.84KN
Tdb2 = 205.99 KN
Therefore the design block shear strength = 205.99KN
Correct
Thanks Mam