5-6 year gap walo k liye b kabhi koi video bna dijiye ..jo govt job ki chahat me 5-6 year nikal diye hai aur ab hopeless bhi ho chuke hai .. unke liye koi suggetion hai apke pas kya ..
Suppose if we doing concreting of any beam like plinth beam or roof beam and Suppose concrete ends or not fulfilled in beam than, in which position we should give shear key?
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Very very thanks sir....u r superly intelligent make videos like this for full life time......jai shree krishna......may mahadev bless u always.......🙏🙏🙏🙏🙏
Good morning sir
2. Spacing of tie bar
b. 16* dia. Of longitudinal bar
But example:-
20*20=400????
16*20= 320 ah hona chahie tha
Ye 16 kya h
@@chomeshsahu7398 wahi to nhi batyae hai sir 16 ye constant hai sayad
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2:20 drawing ek number he sir 🤗👍👍👍
Or daily progress report ki bhi ek practical video bnaein plz..
Please thik se smjhaye spacing of tie bar
K 16*dia of longitudinal bar ko
Tunnel NATM method pr jldi video laoo bro
My opinion is , if big civil construction ,then wiring work do under the fire ceiling.
bending moment is max at mid not at supports, plz recorect this , rest is ok, and also thanks a lot u r making videos for us.
Sir app ek mistake bole mid point me bending moment max hoga side me nhi..... recorect kro
Sir how to calculate the number of stirups
Bro there is 6 mm not 6m& min stirrup dia 8 mm
& spacing between longitudinal bar =(size of colum - effective cover)/nos of bar.
L band in cloumn in footing kaise nikale.
Estimation or billing ki Excel sheet me video bnaein..plz..
Sir wo jo stirrups ka Spacing ka 2nd rule nahi samzha
মার
Bbs excel me banaiye sir
Sir i request to you k is 456,13920,875 code expalainations par ek video banaiye
5-6 year gap walo k liye b kabhi koi video bna dijiye ..jo govt job ki chahat me 5-6 year nikal diye hai aur ab hopeless bhi ho chuke hai ..
unke liye koi suggetion hai apke pas kya ..
OK bhai
But I assume that we get all of these details in the structural drawings.. So we don't require to apply this formulas and calculate spacing distances.
Slump value isme collapse failure ho jayega
Suppose if we doing concreting of any beam like plinth beam or roof beam and Suppose concrete ends or not fulfilled in beam than, in which position we should give shear key?
Sir road construction ki video dalo plz
Hello aap online apna service provide krte h kya.. jaise ghr bnaate wqt consultancy guidance supervisory.. kya galat ho rha h kya nhi.. kaunsi chiz kitna need h ye sb pura.. plz reply..
Very very thanks sir....u r superly intelligent make videos like this for full life time......jai shree krishna......may mahadev bless u always.......🙏🙏🙏🙏🙏
bhai sahab batage 16xlogitudinal bar=320 hoga to ye 20x20 =400 kaise hoga
sir aap se contact kaise kre
Column size kitna hona
Excellent videos sir
You are doing great sir 👏
Sir please tell Tata hiring msg I got real or fake.
Sir , spacing = dia of bar to bohot congested ho jayega n..
Hlo sir aap mujse bat kr sakte ho
Very informative in shorts
Thanks for given info
Thank you sir
In which portion bending moment is maximum??
At Mid point
Then why is sir saying bending moment is max for column at supports and hence spacing for ties is less than middle portion?
@@nikhilteja434 wrong concept given by sir
@@engineerkivlogs6247 shear forces are max at both ends thats why we provide min spacing there
Sir ji kya khichdi se paka rahe ho etne jaldi jaldi aram se bataya karo
Job chaiye sir koi he
Etna jyada bata diya ki dimag chakra gya Mera
I m diploma Civil engineer nd I am very happy
govt employee ho kya bhai...diploma to hmne b civil me hi kiya pr ab lg rha barbad ho chuka hu
Very good sir
Nice work
Great terms sir
Cutter length
Sir aapka 8 skills acha h
job chaiye
Confuse
Hi
⭐⭐⭐⭐⭐
Fast flor laout
Job chaiye sir koi he