in another video u only told lapping has to provide l/8 distance from edges at tension zone. here telling due to shear stress laping should not provide upto 2d from corners these two conditions wont work out togeather,which condition we need to consider
Great information but the example is not practical since there will be no need for lapping 6M beams since still should be 6.5 M in length in minimum availability in most of all countries.
I think, 6m=19.68feet , it means we have standard bar length=40 feet in the field. Cut full length in two equal pieces, and no need for lapping in the beam 😁
Not properly explained. 1. From where he got 750 mm,? 2.From which point, this 1.55 mts. Is to be marked Detailing should be properly done. 3. He should have explained for continuous Beam also.
In this video you have complicated & confused this point compared to your other video on this point
Exactly, ive seen his other video and completely different from this, it's kinda confusing now
In case of beam, i think lapping is provided at mid for compression bars...and at near the support for tensile bars....
is it??
in another video u only told lapping has to provide l/8 distance from edges at tension zone. here telling due to shear stress laping should not provide upto 2d from corners these two conditions wont work out togeather,which condition we need to consider
Yes he is saying another now
Great information but the example is not practical since there will be no need for lapping 6M beams since still should be 6.5 M in length in minimum availability in most of all countries.
Confused lecture ..ur an other video does not agree with this
Dear sir, you are requested please make your Vedio minimum of 15 minute. Because to understand in better way some Additional time must be there..
not clearly explained
You are talking to much 😂
Now im more confused
sorry sir but kuch samjh ni aaya
plzz ak vedio aur bnaye crank bar per where we should provide crank bar plzzz ??
Sir you explained about bottom bars then what about top bars
Confusing🙄
sir,difference between two lap center to center is 1.3times of Ld.
Hindi please
4 x L/4 is complete length.
Wat is this 750 mm that u added ?
L/4 means length devided 4
I think, 6m=19.68feet , it means we have standard bar length=40 feet in the field. Cut full length in two equal pieces, and no need for lapping in the beam 😁
150mm in lapping zone now changed to 100mm as per is13920.
Where is 750mm come from?
Thanks,
Stirrups spacing is minimum lateral dimensions of beam at mid
Sir wattabout lapping length and it's position for slab?
You did not divide the length into 4 parts
This is great.
But I'll like to know more if I can get your contact please Sir
Sir Confusing . Please tell exact place to provide lap for beam with repective to both ends
good video
Master am so intended on your lectures
Those who didn't get it, just check out the specified code in the video
Not properly explained.
1. From where he got 750 mm,?
2.From which point, this 1.55 mts. Is to be marked
Detailing should be properly done.
3. He should have explained for continuous Beam also.
What is the effect of lapping of rebar at the same point.
Thanks For Teaching Sir
Sir why you add 750 And 800 ?
And what is 750mm it's Constant ?
please explain
L/4 =1.5 then 1.5/2 for two sides of mid point =750 mm then this value + effective depth = 1550 mm
Sir can we provide at two different places one is 2D and 2D+L/4 am I correct ?
Where did you get 750mm?
An Elaborative explanation btw! Good work
Interested
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But at support negative BM is maximum
Thank u very much....
Is it simply supported?
Waalaikum salam.
Sir video bade matt banaye . span length corner se 2D pe laping length dalte hai both said tooo.. Video katam hojati hai. Achi video hai
🤣👌
What is rcc?
Jerimiah Marco reinforced cement concrete
Conrete with reinforced or rebars
@@raymonddominguez8931 thank you cause my first time to hear it and I didn't know I'm just new learner
Master am so intended on your lectures