4 Big and Common Mistakes in Plinth Beam - Common Mistakes in beam

Stirrup is more than 6 mm there. Im sure

It depends on the roof also... May be its a dyna roof with not so much weight just like rcc slab which required bigger rod

Lap

my mistri didnot give any development length in corners
hwo fucked am I already one plinth beam is done but other sides are left

I want the plinth beam to have vertical offset at different locations... If I explain it further, usually complete plinth beam is at same elevation... But i want my plinth beam at some portion of home at different elevation... My floor level for whole house would be same... But the location where the elevation is low, I will use dpc at floor level... Can you answer that is this mandatory to make plinth level at same elevation or want is the reason for this, if so?

اگر یہ ب** اردو میں ہوتی تو زیادہ بہتر تھا

👍🏾👍🏾👍🏾👍🏾

Hindi please

Choto
Gph0

wheir u make this video i m work in dubai stell superviser ten year i did not see like this beam what u share in chinal

30 inch what u mean

Stirupps looks like 8mm 🤔🙃

Sir i am from occupied kashmir
Can i have your whats app number
Its urgnt

Steel looks like 6mm

A very big mistake by you was the measurement of Centre to centre of stirrups. You should measure it from the centre of a stirrup bar to the centre of next stirrup bar. But instead you measured from end to end.

Fifth mistake. Stirrups hook in 135 degree not provide.

پاگل انسان اردو میں تو بکواس کرو۔۔

Sir we can use 12mm 4 main bar and 16mm 2 bar in 3 floors building

What place is this?

Why providing side reinforcement.... it’s unnecessary unless beam depth is more than 750 mm

Tell you hindi

Normal se pun la 15 cm ,nu la 30.

Nu se vad etrieri la noduri.

So why the factory produce smaller steel beam if we can not use them?

Is crank bar is required for plinth beam

Sir if the dia of the bottom beam is 10mm then can we provide extra bottom????

Hello, can you suggest a book about this kind of topics?

stirupps looks like 8 incha dia

It's bull shit. Plinth fails due to tensile stress. How come they provided 3 rods vertically and only 2 rod horizontally? It should be the other way around.

Fine guidance...

it should 135 degrees for the hook include it to ur evaluation

Good

JAZAKALLAH

Very nice sir

بھائی صاحب is 456 2000 کا پاکستانی انجینئر سے کیا تعلق آپ اُن کوڈ سے بتایا کریں نا جو پاکستان میں فالو کیے جاتے ہیں جیسے astm،ubc،etc اور پاکستانی بلڈنگ کوڈ building code of pakistan

Good

Stirrups seems to be fine ......it doesn't look less than 6mm

BUT.. DOESN'T IT ALL DEPEND ON How many floors the building will be

jiii... what's the 3rd mistake.... couldn't understand, that's why asking... kindly reply.

I didn't quite understand the the third mistake concerning beam and column.

gentleman it is not a common mistake.
This is not designed by a structural engineer. It is done by a worker .
so you cannot expect more from this

Improve your Grammer

I think the Reif at bottom shall not be less than 12mmm not 20mm.the steel shall be as per design.

What about spacing neer column is it L4?

Sir what about hook length of stirrups sir I hope hook should be 135°

Brother mashwara yeh hai ke ap urdu may video banaya krein taa k sab ko samajh ajaye

there is no clearance under bottom bars for concrete. creates a void around bottom bars. forms should be in place.

They were trying to save money and hoped the owners would not notice

Sir we follow ACI codes nt IS