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Design Of One Way Slab | Slabs | Design Aids | Hindi | IS 456:2000 | Limit State Method |

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Study how to Design a One Way Slab for given data with Proper Procedure & Design Aids (Checks).
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#designofonewayslabs #designofslabs #limitstatemethod #designmethods #IS456:2000

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29 июн 2020

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Комментарии : 79

@ce3d10rohitbariya6 Год назад

Deff. = 115mm hoga

@souvik.fingtore 10 месяцев назад

The word" teacher" meaning define by ur teaching style and explanation

@uniqueknowledge7240 3 месяца назад

Thank you sir Best explaination❤❤❤

@nagendrasingh9781 3 года назад

धन्यवाद सर, ऐसा तो पेड कोर्स में भी नहीं पढ़ाया जाता है

@CivilInside 3 года назад

Thankyou 🙏

@mohammedabdulahad9826 3 года назад

@@CivilInside sir area of tensile reinforcement ka 142.3 ara

@mohammedabdulahad9826 3 года назад

@@CivilInside pls help😓

@CivilInside 3 года назад

@@mohammedabdulahad9826 Sir, dubara check kijiye apni calculations shyd calculation mistake hogyi ho.

@mohammedabdulahad9826 3 года назад

@@CivilInside kal se try karaha hu sir😓😓

@perfectpradeep 2 года назад

Thank you…conceptually very clear…

@chatpatgamingyt2707 Год назад

I didn't checked value whether it's correct or wrong, but the procedure is pure correct. Loved it brother ❤️ Thank you so much. Please make video on Design of 1) two way slab 2) cantilever slab 2) continuous beam/simply supported beam/cantilever beam 3) RCC retaining wall Thank you (And one suggestion: please make those design on excel sheet short and sweet. Then sell it)

@awezgamingyt6964 Год назад

bro apka nober send karo kuch kam hai study releted

@ramashankarkumar1998 2 года назад

140-20-5=115

@souvik.fingtore 10 месяцев назад

thank you sir very helpful

@chatpatgamingyt2707 Год назад

Please make video on total deflection (Short term+creep+long term+temperature)

@niyazmohammad2381 2 месяца назад

32:20 pr jo aapne distribution steel calculation mai btaya h kic ode IS 456 mai clause 26.5.2.1 se minimum reinforcement for mild steel(Fe 250) lia h 0.15 % of thr total cross section area by whi par agli line mai likha for Hysd Bars (Fe415) k lie 0.12 % of total cross sectional area lena hai as Fe415 is mentioned in Design Problem so why you considered mild steel (fe415)?

@konsamloyangambasingh892 8 месяцев назад

sir sometimes while calculating effective depth, the dia of the bar is considered and sometimes not. Please tell when to consider and when not to.

@amirthavarshnim387 2 года назад

Sir if it comes as under reinforced during the checking step what should we do? How to design further?

@chatpatgamingyt2707 Год назад

All good. Ty. Where to provide development length in detailing?

@neerajbais9521 3 месяца назад

(Tou)bd kya hoga. Good explanation.

@Nitish_Artistry 8 месяцев назад

Ly/lx >or equal to 2 =one way slab 3:52 aap ne opposite bata hai

@b.eardman Год назад

mast hai sir jiiiiiiii

@ShreeJiCharanashraya 2 года назад

L/d ratio 20 hota hai na bhai ss ke liye

@UCEJubrajDebbarma 2 года назад

How do we get D=0.15 in dead load, can you please explain elaborately

@abhimanyuverma-0174 2 года назад

Given in is code

@rajarshibayan639 Год назад

@@abhimanyuverma-0174 page and clause?

@aman_raj_maurya6525 Год назад

Nooo it's wrong it's 0.14

@aman_raj_maurya6525 Год назад

Because we have got 140 mm in calculation of D

@animelife1467 3 года назад

D eff. Should be 115

@user-oi5cf6bc6x Год назад

Agar beam ma devolopment ka check fail ho jya tho us ka kya solution ha sir

@botgamingyt8155 Год назад

Effective depth 115

@Latasingh873 3 года назад

Ld ke value shi nhi h

@animelife1467 3 года назад

Thanks for the video

@CivilInside 3 года назад

Thanks for watching.

@innocentuser494 Год назад

sir I'm getting d(req)= 6250.2016? u getting 88mm

@singer_fyp Год назад

Sir distribution steel me 0.12percent lenge na kyunki fe 415 given h question m... Please clear my doubt.

@anishtayade5933 Год назад

Take it according to ur question

@user-tl1gi5mn7j Год назад

ru-vid.com/group/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu, refer this one also

@shubhampanwar7134 Год назад

Bhai bht jda pe ess Question ko azeeb dang se kr rkha hai... "d" calculate krne k liye K1, K2, K3 le rha hai.. Mre kch smj ni aara vo Jo tareka aapne btaya esse hi krlu na design marks to cut ni hoge???