Great work well explained

Great job my friend

Thanks for the knowledge

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??

Super information

Interesting vedio

Nice information

I like it 👍 Fantastic and Suppper 👍

Very nice

Sir it is very interesting vdo.

Very good explaining

what is ideal spacing for stirups at ends and in the center 10 feet?

God bless you wishing you all the best

Angle should be 135 degree for stirrups bending to counteracts during any deflection

It's monolithic structure. So big top moments near supports possible. Thats also a reason for crank bars.

My Brother you are great

.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...

Nice informative video

Agar yeh beam 25 feet long ho or 18 inch beam ho tou oper or neechy kitni baars daalen gei

good illustration

This beam top tention zone lapping how.??

very nice video.... thank u

"...especially for commercial buildings..." Distances between stirrups do not depend on whether or not the structure is for "commercial building" sir.

You really good

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?

Thank you! Helpful video 🙌

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.

Sir can we provide two hidden beams in 20 by 20 hall with 20 mm and 16 mm bars?

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?

Awesome job mate

Very informative. Please make more videos on site for practical explanation. Also please discuss the loads and the resulting structural design.

Nice

thank you so much Engr. Great Job

Great video. Very good explanation.👍

You saved my day! Million Thanks!

Nicely explained

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?

So much helping

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...

Thanks alot

Weldone,pls send the structural drawings for this particular video

Fine

If the depth of slab is

Thanks for insight it is really helpful,Is the crank provided for all beams or long span only

Very insightful thank you

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

Yar huda k leye Urdu mai bolai. Buht achi video bnatai ho. Lyken agr urdu mai hoti to aor bi achi hoti

What's the plan .. it is for G+2 or above...?

Sir, do i need crank bar if i provided 4legged beam with 4 no. Of bars at top and bottom

Goog pm .Sir what are the sizes of the deformed bar and the stirrup you used in your illustration? Thank you

Thank you so much Sir ☺️

bhia, try not to repeat the conversation again and again. some where video is self explanatory, just hints required. anyway, good effort

Why not provided secondary beam?

Hello sir was this a commercial building g+?

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

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

Boss if coming like this mistake on inspection time its will be rectified or not

Thanks sir...💘 Will you please clear is the size of beam without concrete is same for all design

Sir what is the cost of a plan for 40 40.

What is the benefit of using sheets under the rebars??

Sir size of beam without slab in this video is...??

Sir it is continous or simply supported beam

Kitne mm ki steel daali hai ye kyo nahi batya

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

Steel diameter please ?

I thought you are going to design beam according to load and do calculation But you are just talking about parts of beam

Taking more time to explain

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?

why not just add 4 whole lenght steel rods ! honest question!

What size rebar here?

Hook are bending with135°or not 90,*

Thank you Eng.

Please make video on overlap in slab & beam also

Stirrup ?Hooks at bottom

What a diameter of bar .

Do you design this structure ?

Beam ht 13 inch ?

Thanks for you showed some mistake in install rebar.

There should not be joint at the top side...which they provide in this vedio

Sir, are you Kashmiri? Your dialect resembles Kashmiri dialect.

Continue beam should be in L by 3

रूफ स्लैब कास्टिंग फ़्रॉम बोटम ऑफ़ बीम प्लीज एक्सप्लेन

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

How many stories

Details required

Good video sir. I will subscribe. Hope to exchange information with my construction videos also.

Plz give steel dia details

Hindi mein video nahin banaa Sakta

Pl.give design for 40' length of beam

Which Type Of builing, this is?