How to Calculate Development Length of Steel Bar in Beam | कहा से आता है 40D ,24D ,64D etc

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14 апр 2020

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Комментарии : 132

@ketankalamkar5555 2 года назад

sir mene bahut vedio dekhi uname se ye sabase best vedio he

@roopeshsolanki5786 2 года назад

bestest explanation ever ❤

@satendramanas Год назад

Sir I love you for sharing this information 😍

@salmanisrar8816 3 года назад

thankyou sir for being so great....

@ziauddin7948 Год назад

excellent development length formula & calculation for top & bottom main bars #

@rajindersingh-lc9jt 4 года назад

Thanku very much sir for sharing this knowledge full video ,now my doubt become clear due to ur good explaintion god bless u ,love u from jammukashmir

@civilsitevisit 4 года назад

Thanks brother

@sarthakmohapatra3738 4 года назад

Excellent video sir

@supratickdutta8829 5 месяцев назад

Really helpful video

@chennareddyindla2349 2 года назад

Very very good.

@akrabbani989 3 года назад

Sir Aap video banaye nice video

@ankitsinghrawat431 2 года назад

Nyc as usual

@Sanjay-fr8pw 4 года назад

Thanks for give us site information

@civilsitevisit 4 года назад

Thanks brother keep watching

@devpatel9245 2 года назад

Sir, you forgot to deduct clear cover in Ld 300-25 = 275

@tandelganpat3337 Год назад

Right 👍

@ankushdhingla1105 4 года назад

Thanku sir ji

@Durgeshkumar-ip1ls 3 года назад

Thank you so much sir

@silentgamer3064 4 года назад

Sir kya ye commercial building k liye hai ya residential house k liye jisme coloumn 10/10 ya 10/15 ka hota hai?

@mohsinkhan7713 Год назад

Sir secondary beam ma development length kaise provide karenge

@Azadari_Media 4 года назад

Please Make a video on Form Work Calculation.

@kauseedraja5870 3 года назад

Thanks you sir 😘😘

@surendrakushwaha9546 4 года назад

Sir g apne development length 1300 consider ki ok par 1300 development length me se column ka outer face ka cover bi tho deduct hoga, jo apne nahi kiya hai, 🙏🙏 ,

@poopybutthole8546 3 года назад

Bhaisab pura video toh dekho sahi .... jo tu bata rah h..included hai video me... Watch full video and say ...

@azhar9233 Год назад

Wrong bta rhe h ye

@lakshaydrall1912 4 года назад

I sir, totalty confused after watching vedio. need to know one thing. if column (9'' x 9" , having bars 4 no. of 16mm dia.) have 1.5'' of cover of each side and BEAM is passed through the center of Column. The cover size of beam (1.5'' cover of column face + 16 mm column's bar + 16 mm beam bar and so on) will increase to 2''-2.5''? and solution for this? can you plz clearify it or make a vedio on it. as no IS CODE mention this COLUMN - BEAM JUNCTION COVER issue?

@vijaybhasker2928 4 года назад

sir please make a video on building estimation by centre line method

@krishsemiv3220 Год назад

In the degree, we've read that Ld

@aliqadri4672 Год назад

Sir you say at last we can provide less development length in compresiòn zone ..i cant understand why ??

@arya4280 3 года назад

Thank you

@borntoride2209 3 года назад

Bentup bars also provide at ends support of simply supported beam then their how we arrange n provide development length??

@imraniqbal7223 4 года назад

Thnak you

@Inhibitors29 2 месяца назад

Thanks sir

@arijitroy8805 2 года назад

At the junc of col and beam.... upper fiber is tension and lower fiber is comp zone... and in span this is vice versa

@sahilrabbani6896 3 года назад

One question. Suppose hamare paas floor height hai 3m, beam depth hai 450mm. Column ki casting ki 2.7 m ab slab ki liye formwork ho gya, hamai beam ke liye Ld provide Karna hai 1300mm is case me practically 1300 mm ka Ld kaise provide kaise karenge please explain...

@swarupshripurwar1971 2 года назад

sir yee jo bond stress ki value lii hai wo to tension mai use karte hai... compression mai too 25 % badhana hai

@seema1484 4 года назад

Good information

@civilsitevisit 4 года назад

Thanks brother keep watching

@er.rahulkumar6925 2 года назад

Sir stress main 0.87×500 put karenge na

@udayenterprises7710 3 года назад

Please make video on face bar cutting length

@vnath3676 2 года назад

👌bro

@mayu792 Год назад

Yech hona tha meko clr... 👌

@user-ry2yr1me7d 2 месяца назад

Jo bhim bhai aap dikha rhe usme Jo stel bdha h usme kafi Jayda gap h steel or ring ki outer side m ye to glat h na

@thedesiboys647 Год назад

Bhaisahab taubd ki value alag alag hoti he konsa load lag raha hai us hisab se

@adtbharatvideostec8794 Год назад

Ok sir

@akashkumarnanaku1907 4 года назад

Thanks sir. Sir mere Ghar ke roof me crack aa gya hai. Abhi 3 month huaa hai aur Rcc ke upr side crack aa rhai hai. Please help me sir

@Crazyboy-gm4yb 2 года назад

Bond stress depnds upon grade of concrete, grade of steel , compression or tension condition and WSM or LSM design Ok

@civilworkbyppkkdhanbad 3 месяца назад

1m development length is it possible. L bend = 2/3 * Depth of beam r/f

@vinodlodha2042 2 дня назад

Factor of safety 1.15 for steel nhi liya aapne 0.87×500d

@lakshaydrall1912 4 года назад

HI sir, totalty confused after watching vedio. need to know one thing. if column (9'' x 9" , having bars 4 no. of 16mm dia.) have 1.5'' of cover of each side and BEAM is passed through the center of Column. The cover size of beam (1.5'' cover of column face + 16 mm column's bar + 16 mm beam bar and so on) will increase to 2''-2.5''? and solution for this? can you plz clearify it or make a vedio on it. as no IS CODE mention this COLUMN - BEAM JUNCTION COVER issue?

@lakshaydrall1912 4 года назад

Sir kindly rply on this one

@avijitpandey8620 4 года назад

Sir, ek baar cavity wall pr video banayie

@civilsitevisit 4 года назад

zarur brother bnata hun

@gajananmalkar1213 3 года назад

If column width is too more then. Like 9"x 36" then

@availablehage 4 года назад

How to divide 1300 into 300 and 1000

@telford6052 2 года назад

Nominal cover ke bare mai btaya ni sir aap ne

@rohitgarg9345 4 года назад

Brother. Mujhe ek baat samjhao. Ager mera column 9" ka h or beam ki depth bhi 9" h. Or mera steel 20mm h. To 50D ya 60D ke hisab se km se km 3 feet aati. Development lenght. But acording to site 16" development lenght aati

@civilsitevisit 4 года назад

site pe galat kiya jayta hai

@deveshkumar2861 3 года назад

Sir aap kahan pr job karte ho Plz sir batiye ...

@chandrashekharwaghalikar9314 2 года назад

What about cover deduction

@ronnie9096 4 года назад

Anchorage length= Ld+10d-bend

@deepakpandit509 2 года назад

1000mm down ward kaise dalenge column ke andar

@tanjirlivedekho5260 Год назад

Hako sar ye bataye L10D ke matlab Keya hotahe

@bhaveshkumar9981 Год назад

Sir my column is already casted and I have not left empty for it,what to do?

@civilsitevisit Год назад

please send pics on whatsapp no 7006672812

@akshaysarkate7303 4 года назад

Sir please explain how to create bond of column with wall

@civilsitevisit 4 года назад

simple brother hacking n checken mess check playlist you will get video on it

@borntoride2209 3 года назад

Providing mesh at coloum wall joints it avoid cracks and increasing bonding between both

@sandip02maisuriya95 2 года назад

Sir apne 300mm ka column me covering deduct nahi kiya

@kedarmoharir-zc9di Месяц назад

Tau bd , m20 grade concrete = 1.2

@civilengineer8018 Год назад

Beam tar 600mm Aasel tar 1m ld kas gheych

@mdrafik1206 2 года назад

How is possible 1 m ld if beam depth is 600 mm

@larslover6559 Год назад

Agree. 1meter development length seemed very very long. It will be longer than the beam itself

@aibansharailyngdoh8608 Год назад

Development formula 0.87 fy where did you throw

@faizynabi 4 года назад

Jo picture aapne show kiya h....usme stirrup galat tarike s diya hua h.....kaafi gap h....not tightly tied

@Sportzone.x 5 месяцев назад

Sir aap stree in bar=0.87x500 hoga

@imraniqbal7223 4 года назад

Sir please a v video on lapp

@civilsitevisit 4 года назад

check playlist ..video hai uspe udar

@avinashkumargupta9920 4 года назад

Sir how to give that 1.3m development length when column is already casted?

@civilsitevisit 4 года назад

you have to leave column empty for it

@bhavdeeppatelop6986 4 года назад

if allowed provide "C " shape bar with same length

@ironman2600 Год назад

Aur Beam Ka Niche Wala Sariya Kya Slab K Upar Tak Jayega ?? Calculation me Kuch problem hai Aisa Kahan Hota Hai , Please Recheck 🙏

@gauravverma7146 4 года назад

Tau bd ki value kon se IS code se li h

@VivekKumar-nc8el 4 года назад

Is 456

@anantpednekar5099 3 года назад

300- cover hoga na jab column h 300 ka hoga to kaise loge wo batao

@tanjirlivedekho5260 Год назад

Iska length kaise nikale

@ramnathkumar4729 4 года назад

In this case tention zone top & compression zone bottom hoga.

@civilsitevisit 4 года назад

kyu brother bo cantilever beam nahi hai

@tribhuwanrana6273 2 года назад

Dear u 4gt: Sigma s = 0.87 fy, And fy is 500. Not sigma s is 500...

@rocklife6809 Год назад

Koi to btao 4 kaha se aaya

@samyakgahana8018 3 года назад

Lintel beam mein dena jorurat he

@ketanrathod5130 Год назад

Bhai 65 to nahi aaya aapne kaise calculate kiya

@ratikanta8278 3 года назад

It should takeen. 87fy

@siddharthagudade8651 6 месяцев назад

4 कहा से आया सर 4*1.92. 4 क्यू आया समज नाही आया

@civilengineer8018 2 года назад

Beam 450mm Aasel tar

@Organicbharat21 3 года назад

आवाज बहुत कम है।

@pudhariraju6819 3 года назад

Sir if there is a change in using grade of concrete ,which member bon stress we should take (i.e either column or beam)......?

@tanisha644 2 года назад

Sir 1 MTR to possible nhi hai dena

@santoshkrsingh940 2 года назад

Sir if instead of 500D(given in design)I had used 550D in structures but provided development length according to 500D,Will structures will be safe ?

@ChandanDas-de6cv Год назад

Actually, "Sigma S" is the stress developed in steel. So, It's not exactly the grade of steel. It is 0.87 x "Grade of Steel". So, the value of "Sigma S" for Fe550 is 0.87 x 550 = 478.5 (approximately). So, the actual value of development length is a little extra considered already as per the formula shown in the video. So, the structure is safe, not to worry. But it will not be safe in the case Fe500 is provided instead of Fe415.

@mohitpathania660 4 года назад

Sir Value of ¿bd for m15??

@civilsitevisit 4 года назад

db ?

@mohitpathania660 4 года назад

@@civilsitevisit tau bd ki value for m15 sir?

@InbarajS. 2 года назад

For M15, Bond Stress - 1 N/mm². It's given to IS 456 : 2000 Amendment No :04.

@naturelovers1686 3 года назад

250+1050

@tanjirlivedekho5260 Год назад

Ska video banakar

@amarsharma4653 4 года назад

But sir divide 4 Ka KY mtlb h

@madangopal1654 3 года назад

Stress taken wrong.pl study and learn ur self and then make video

@ayanjyotideuri6514 3 года назад

Worng concept tension is in top fibre of the beam therfore steel in the top is considerer...

@amreshsingh4164 4 года назад

How we will get Tbd Value

@civilsitevisit 4 года назад

From IS code brother

@MrNalin1234 4 года назад

For every grade of concrete design bond is as per clauses in civil book it's mentioned in table 26.2.1.1 .for M20/25/30/35 =1.2/1.4/1.5/1.7 If M20 plain bar then Tbd would be 1.2 .if deformed bar 60% increase if compression bar 25% increase. TBD 1.2+(60÷100)*1.2 ...similarly in comparison apply as grade you will get answer

@RJ-29DEVENDRA-BAIRWA-BANDIKUI. 3 года назад

Thank u sir 🙏🙏

@brillientskillsfan4212 Год назад

sigma s= 0.87*fy hai..why u use only *500

@prof.pravinspatil1727 Год назад

ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-06xiaDuCaNM.html, refer this one

@rakeshvyas9077 4 года назад

Sir aap ne clear cover kam nahi kiya

@Crazyboy-gm4yb 2 года назад

For Fe500 fy= 500N/mm2 Sigma st is not 500 Ok

@Santosh-G7 Год назад

0.87*500

@borntoride2209 3 года назад

1. To transfer load from beam to coloum. 2. To avoid sliping of beam reinforcement. 3.To hold reinforcement at coloum beam reinforcement junctions ... development length differs based on size of diameter of bar and nominal cover.