Design of Beam for 20 feet Spacing | First Practical Video on Site in Detail 

Great job my friend

Great work well explained

Super information

Thanks for the knowledge

Nice information

God bless you wishing you all the best

I like it 👍 Fantastic and Suppper 👍

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

Very nice

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

Sir it is very interesting vdo.

Very good explaining

My Brother you are great

Interesting vedio

good illustration

You saved my day! Million Thanks!

You really good

Nice informative video

very nice video.... thank u

Awesome job mate

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

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

Thanks alot

Weldone,pls send the structural drawings for this particular video

Thank you! Helpful video 🙌

thank you so much Engr. Great Job

Great video. Very good explanation.👍

Nice

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??

.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...

Nicely explained

This beam top tention zone lapping how.??

So much helping

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

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

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?

Very insightful thank you

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

Fine

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?

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

Taking more time to explain

Thank you so much Sir ☺️

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.

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?

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

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

Thanks for you showed some mistake in install rebar.

Continue beam should be in L by 3

Please make video on overlap in slab & beam also

Hook are bending with135°or not 90,*

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

What a diameter of bar .

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

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

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...

If the depth of slab is

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

Thank you Eng.

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

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

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

Why not provided secondary beam?

रूफ स्लैब कास्टिंग फ़्रॉम बोटम ऑफ़ बीम प्लीज एक्सप्लेन

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

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

20by30.feet.slab.ma.kitna.mm.steel.ànd.distance.ķitna.rakhey.20.feet.latakta.steel.size

Steel diameter please ?

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

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

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

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

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

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

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?

Stirrup ?Hooks at bottom

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

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

What size rebar here?

How many stories

Do you design this structure ?

Details required

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

Hindi mein video nahin banaa Sakta

Plz give steel dia details

Beam ht 13 inch ?

Pl.give design for 40' length of beam

Which Type Of builing, this is?