Sir I am btech student.sir my project work is going on my topic is seismic performance of flyash concrete building with flyash brick and burnt clay brick masonry infill. In experimental we can do the strength of flyash brick vs clay brick by using utm machine in design I am using etabs software so in design first we consider to build a building full of flyash then 2 one is clay brick.sir plz give the design for manual calculations in flyash brick building and clay brick building
hello your formula for crank length is totally wrong if we use your formula L.D for example dia. of bar is 20 mm and length of bar 1000mm (1m) then crank length will become 2m which is very long so such long crank length is not provided
I have Learent a lot of things to your video lecture,thanks a lot.
Thanks For Teaching Sir
Sir in 0.42D ,,,D is effective depth of reinforcement
Hlo bro in 0.42d
D is not a dia of bar
Thickness of two mesh
sir you should tell us what is the unit use to apply these formulas
Diameter D should be in mm
Example: If stirupp dia= 8mm then 9x8=72mm which is the hook length.But in site we execute it in feet (72/304.8=0.25 feet) which is 3inch
thanks Jazaka Allah Khair
Sir please is this information according to IS code?
In lintel beam calculations u took hook length as 10d here using 9d y??
Can you please make a video on slab culvert details sir? N if u will then i will be so greate to you ever
Jali me Top me kis bar Ka use bottom me hoga kis bar Ka use top me hoga top jali me kaysa use hoga isper ye video bnaye
pls define length of crank bar "L".
please send vertical and horizontal member shuttering tollerance
In 0.42 D D is slab thickness - cover both sides not the dia of bar......
कमरे / हाल के लिए बीम की आवश्यकता है या नहीं कैसे कैलकुलेट करें ?
How calculated water in design mix
Make a video on Raft Footing
Super
Sir
In crank of bar LD
Ex. L=2920mm, D=8mm
LD=..... It is greater than span then how crank bar span is grater than total span please clarify
Hello sir
When we bend a steel it will be increase. How many will be increase, make video on this topic, and you have time so make videos on tendering.
Tejendra Bharwad
it decreases
Yeah it will be increase for 45 angle 1d and 90 - 2d, 135 - 3d, 180 - 4d
Sir....I can't get the articles in pdf....I need your lecture in article form....please help me sir
What for want his lecture... All bullshit he is saying
Sir how to calculate chair cutting length
In .42 D :D is effective depth and not diameter of bar
What is the unit for those formula ???
LD??
O.42D???
16D??
M
What is meant by RCC
Wa alaikum Salam warahmathulilahi wa barakatuhu thank you very greatful teaching very use ful video
Tank u alot dear rora
0.42D
D is not dia of bar
Then what...?
It is H=D-(2*cover)-dia of bend bar
nice.keep going on...
At present time crank are not in use in beam sir
I can't understand the crank length. Will you please explain it with proper value?
I cannot understand thecrank length eill you pleadr explain it with proper column outer to outer length or column to column inside length
hello sir I am Aniket...I m little bit confused sir....what's the meaning of D sir...Means sir 40D, 50D & 9D??
+Suresh Rao daimter of steel
Dia of stripe
In 0.42D"D" is not Dia of member
Ram ram...
What unit of D
Salam bhai Aap kaha se ho
Can anyone say me....that the value we get in mm or cm after the calculation?
if u put dia of steel in cm then will b in cm.. or if in mm then answer in mm
BBS in excel
best
Tq very much Sami
Hii..friends cross section ata he to uski video send me !!!
Dear sir why are you confusing bcz last time you told them that hook lenght formula is 10d now you told in this above video 9d so what is follow
Bro from 9d to 12 d u can use
How can I get ACI code in pdf?
Sir where r u from?
Firststudy well ..
nice lecture
Civil Engineer Education Saaala.... Knowledge de Zyada... Apna promotion Zyada karra. ..
Phle... Seekha.. Baadme promotion de... Baigan ki meri
For compression member like columns lap 40D and tension member like beams 50 D
Sir you have Excel sheet please send
Thanks
Sir I am btech student.sir my project work is going on my topic is seismic performance of flyash concrete building with flyash brick and burnt clay brick masonry infill. In experimental we can do the strength of flyash brick vs clay brick by using utm machine in design I am using etabs software so in design first we consider to build a building full of flyash then 2 one is clay brick.sir plz give the design for manual calculations in flyash brick building and clay brick building
How we can get 130 degree because the angle between two stirps is 90 degree
He is measuring angle from wrong direction, also the angle is 135° not 130°
Yes 135 is correct
Sir Urdu main batai takay zayad mustafeed hon
IN THIS video your info is not right...........................
Hindi me boliye
Sir please remove the subtitles from your lecture videos
hello your formula for crank length is totally wrong if we use your formula L.D for example dia. of bar is 20 mm and length of bar 1000mm (1m) then crank length will become 2m which is very long so such long crank length is not provided
Tanjil Khan d means depth of slab
Sri aapaka phone nabra deje
sir hindi me video bnaye plz
H
Totally wrong information given by you.
Wrong pdate ho ap
How to calculate reinforcement of variable ring of pier cap
Please sir provide video.
aliirfanswabi.ai@gmail.com