.is there specific lapping location for crank bar... like this video 20ft apart id qe use crank bar then 20ft long rebar could be a little bit short...
Do you still need stirrups close together near the ends even if you have crank bars? Can you do one out of them or you have to do both close stirrups and crank bar?
1. Up to what length 2" spacing in stirup should be given? And after that what should be ideal spacing betwen two consecutive stirrups? 2. Open ends of stirrups should be placed whether on upper side or lower side?
Can you have the same number of bars and size of the beam for 7m distance between columns? without increasing beam width and depth putting into consideration bent up bar to L/4 for 7m, also stirrup details as you instructed
Good Morning and win today, Good illustration. is it possible to have a beam of 9. 90m at simple support without intermediate support. how is it designed. God bless you thanks
Sir, practically I asked the steel fixer to provide 135° in stirrups bending. But in the case of crank Bar (beam) he refused, the reason for that he told that in case of crank bars then it is impossible for us(the steel fixer) to pass the crank bars in the beam as the 135° stirrups provide resistance during arrangement of the crank bars. Now if this is the case then what to do Sir?
You can change steel fixers because its possible they were giving only shitt arguments for there own favour, & you should go for 90° Degree as well its up to you
It's monolithic structure. So big top moments near supports possible. Thats also a reason for crank bars.
.is there specific lapping location for crank bar... like this video 20ft apart id qe use crank bar then 20ft long rebar could be a little bit short...
Angle should be 135 degree for stirrups bending to counteracts during any deflection
Can such a beam support the weight of a room wall over it? If not, what kind of beam can carry the load of a 12' high, 9" thick wall??
what is ideal spacing for stirups at ends and in the center 10 feet?
You saved my day!
Million Thanks!
This beam top tention zone lapping how.??
Thanks for the knowledge
"...especially for commercial buildings..." Distances between stirrups do not depend on whether or not the structure is for "commercial building" sir.
Agar yeh beam 25 feet long ho or 18 inch beam ho tou oper or neechy kitni baars daalen gei
Do you still need stirrups close together near the ends even if you have crank bars? Can you do one out of them or you have to do both close stirrups and crank bar?
If we want to make 10 ft horizontal beam with one vertical beam, than how we use steel bar for the said horizontal beam. Please answer my question.
In this beam what steel is used is it 10mm Or 12 mm and can you tell size of the beam? Sir as well as column size and steel used...
Sir can we provide two hidden beams in 20 by 20 hall with 20 mm and 16 mm bars?
God bless you wishing you all the best
Sir it is very interesting vdo.
Thank you! Helpful video 🙌
My Brother you are great
Super information
Nice video. For 16 feet span beam (10X15), can I use 4 straight bars at the top and 4 straight bars at the bottom instead of any cranked bar?
I like it 👍 Fantastic and Suppper 👍
thank you so much Engr.
Great Job
If the depth of slab is
Reply sir
1. Up to what length 2" spacing in stirup should be given? And after that what should be ideal spacing betwen two consecutive stirrups?
2. Open ends of stirrups should be placed whether on upper side or lower side?
Big mistake in lapping area
Kitne mm ki steel daali hai ye kyo nahi batya
Thanks for insight it is really helpful,Is the crank provided for all beams or long span only
Interesting vedio
What's the plan .. it is for G+2 or above...?
Nice information
Very good explaining
Can you have the same number of bars and size of the beam for 7m distance between columns? without increasing beam width and depth putting into consideration bent up bar to L/4 for 7m, also stirrup details as you instructed
Sir, do i need crank bar if i provided 4legged beam with 4 no. Of bars at top and bottom
Very nice
Thanks alot
Great work well explained
You really good
Very insightful thank you
Yar huda k leye Urdu mai bolai.
Buht achi video bnatai ho. Lyken agr urdu mai hoti to aor bi achi hoti
very nice video.... thank u
Boss if coming like this mistake on inspection time its will be rectified or not
bhia, try not to repeat the conversation again and again. some where video is self explanatory, just hints required. anyway, good effort
Very informative. Please make more videos on site for practical explanation.
Also please discuss the loads and the resulting structural design.
We have use 6 bars. 2 bars 16mm and 1 12 mm in top and in bottom 3 bars of 12 mm. Is it good
Slab beam size is 9×12 and plinth beam. Size is 9×18
Goog pm .Sir what are the sizes of the deformed bar and the stirrup you used in your illustration? Thank you
Hello sir was this a commercial building g+?
Awesome job mate
Sir for 26 feet between the two coloum is ok
20by30.feet.slab.ma.kitna.mm.steel.ànd.distance.ķitna.rakhey.20.feet.latakta.steel.size
Sir what is the cost of a plan for 40 40.
Great job my friend
Why not provided secondary beam?
So much helping
Weldone,pls send the structural drawings for this particular video
Hook are bending with135°or not 90,*
Good Morning and win today,
Good illustration. is it possible to have a beam of 9. 90m at simple support without intermediate support. how is it designed.
God bless you
thanks
Sir it is continous or simply supported beam
Thanks sir...💘
Will you please clear is the size of beam without concrete is same for all design
No beam size it not standard.
What is the benefit of using sheets under the rebars??
Sir size of beam without slab in this video is...??
Steel diameter please ?
Great video. Very good explanation.👍
Thank you so much Sir ☺️
why not just add 4 whole lenght steel rods ! honest question!
good illustration
Nice informative video
Nicely explained
Nice
What size rebar here?
Sir, practically I asked the steel fixer to provide 135° in stirrups bending. But in the case of crank Bar (beam) he refused, the reason for that he told that in case of crank bars then it is impossible for us(the steel fixer) to pass the crank bars in the beam as the 135° stirrups provide resistance during arrangement of the crank bars.
Now if this is the case then what to do Sir?
You can change steel fixers because its possible they were giving only shitt arguments for there own favour, & you should go for 90° Degree as well its up to you
Fine
Do you design this structure ?
Stirrup ?Hooks at bottom
Taking more time to explain
There should not be joint at the top side...which they provide in this vedio
سر السلام علیکم
کرنک بار بیم کے اندر کس لئیے دیا جاتا ہے پلیز اردو میں بتا دیں اللہ تعالیٰ آپ کا حامی و ناصر ہو
What a diameter of bar .
Thank you Eng.
Beam ht 13 inch ?
Thanks for you showed some mistake in install rebar.
Continue beam should be in L by 3
I thought you are going to design beam according to load and do calculation
But you are just talking about parts of beam
Please make video on overlap in slab & beam also
रूफ स्लैब कास्टिंग फ़्रॉम बोटम ऑफ़ बीम
प्लीज एक्सप्लेन
Sir, are you Kashmiri? Your dialect resembles Kashmiri dialect.
How many stories
Hindi mein video nahin banaa Sakta
Good video sir. I will subscribe. Hope to exchange information with my construction videos also.
Details required
Plz give steel dia details
Pl.give design for 40' length of beam
Which Type Of builing, this is?