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what is this for nuclear war?

What is the Crank length

Hog mean left 3÷4= ×0.11 msd.Vshear=0.65ksc.vct=T×€o×u(11)×L...bottom.3×0.98=. Msd..cod 1/3trought support imc..(span3.0Cl.m)

kc sire rod baiding video please

Max to max 4 cover blocks are sufficient for per m2 for bottom Nice video BTW

Rod space sir, inches

Centre me stirrup ki spacing is not more than 300 mm or 3d apki spacing Galt he IS CODE REDMOND NHI KARTA HE

Please make video for different types of stirrups

Metrod.trod.concrete.#ad.ape |--|-As bent.tensine .lockpilepill.R.kd.usd.one way dtr force.bending.and.Tenshion.in.one.lockfixend.min33/50dai.com.asia.tensipprim.plumblin.€o.met.astm.aci.momen.adj.steel.stelp.c.nut.bolt.mekanic.catileav.vtaec.etc rc .z try c.for onway.rep.pact ct cosec.cos.dy sin.loc.post dtr vongdue.A.€o.eq.cc.u.j.d.t.min.way.lock.T=R.suprot.paid.pb.imc.pvc.et.a.b.deg.

It's wrong

Ek number sir 👌

Good video

Add chairs between top and bottom steel.

Footing work is good but pillar overlap must be left for joining next pillar

Which softwear?

❤ very very nice 👍

Very good presentation on two- way-slab.

Good presentation Sir

Very nice. great work !

Supper bro

Very nice

𝚂𝚘𝚏𝚝𝚠𝚊𝚛𝚎 𝚗𝚊𝚖𝚎 𝚜𝚒𝚛

over reinforced

Super vedio

Very nice

❤

Hello, I am a teacher and I want to create visually appealing videos like this to teach my students. Could you please tell me what tools you use to create such videos? Thank you.

Hello, I am a teacher and I want to create visually appealing videos like this to teach my students. Could you please tell me what tools you use to create such videos? Thank you.

Super sir,but chhad kahnase start ho rahahe thodasa dekhai nehni derahahe.

❤

Step by step Method is wrong ......Presentation is good and final picture of design is right ... U have to show first bar which is going to under the beam bars ... After that u have to show crank support bar and than crank bar one side and same as other side cranks.... This is difference of playing cricket Or watching the cricket.. So please go some time ground practice.... If I'm not wrong

Thanks very help full vedoe clearly demonstrating all the process 🙏

Superb sir

Jay shree Ram sir excellent work Dhanyawad

Very helpful videos ❤

Esta mal esplicado tenes que flechar la columna para aplomar

Superb animation. It has removed all my queries.

is top distribution bar necessary?

Sir combined footing pe video banaye

Please answer the following questions.. 1) Do we need to provide both top and bottom bars for footing in both directions?...In my house construction only bottom bars in both directions are provided with the bend in the bar ends..So osnit necessary tonpeovide extra reinforcement or is it ok 2.Do we need to provide hunch bars foe column base hunch or the mason adjust and give shape of the hunch with his own skill? 3.is single stirrups sufficient or we need to provide double ring stirrups one of diama ond shape inside and other of square shape outside ..Is providinf extra stirrups in this fashion necessary or it's ok to provide single stirrups..? Please answer the queries and resolve my doubt?🙏

its very interesting 3D shows but i have one question 👉 is it correct that the casting of the beam is lonely ?? i think this show make us to cast the slab after beam filled concrete .....or is there anything i haven't seen

Excellent content

Good move

your design is wrong

❤❤❤❤❤❤

Best Video I Ever Seen About Slab Reinforcement

great work sir. It clarify to implement in the side but I got little bit confuse in top distribution bar placement plz. make another videos with theory , which help me more. in which condition top distribution bar placement from l/1 to l/3 where as l/2 to l/3 only?

Hi! Are the extra top bars for both one way and two way slab always necessary? What if in the schedule of slab reinforcement, there’s no extra bars indicated? Only the top & bottom bars along short & long direction. Thank you.

Superb video. Very nice informations for fresh civil engineers.

Sir first way best...or second way best sir?