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

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

[@ce3d10rohitbariya6]

Deff. = 115mm hoga

[@perfectpradeep]

Thank you…conceptually very clear…

[@uniqueknowledge7240]

Thank you sir Best explaination❤❤❤

[@ramashankarkumar1998]

140-20-5=115

[@ashishtiwari2963]

thank you sir very helpful

[@souvik.fingtore]

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

[@chatpatgamingyt2707]

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

[@animelife1467]

Thanks for the video

[@CivilInside]

Thanks for watching.

[@b.eardman]

mast hai sir jiiiiiiii

[@amirthavarshnim387]

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

[@chatpatgamingyt2707]

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

[@ravi-js2hr]

Awsom teaching...

[@CivilInside]

Thanks for liking :)

[@ravi-js2hr]

@@CivilInside nice way of teaching paisa dene per koi asa nhi samjhta h

[@shakshi6720]

27:00

[@hillsculture.]

Tq 🥰 😘❤️

[@CivilInside]

All the best.

[@neerajbais9521]

(Tou)bd kya hoga. Good explanation.

[@konsamloyangambasingh892]

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.

[@thetravelvlog7027]

Tq❤

[@user-tl1gi5mn7j]

kzbin.info/aero/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu, refer this one also

[@animelife1467]

D eff. Should be 115

[@nagendrasingh9781]

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

[@CivilInside]

Thankyou 🙏

[@mohammedabdulahad9826]

@@CivilInside sir area of tensile reinforcement ka 142.3 ara

[@mohammedabdulahad9826]

@@CivilInside pls help😓

[@CivilInside]

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

[@mohammedabdulahad9826]

@@CivilInside kal se try karaha hu sir😓😓

[@Latasingh873]

Ld ke value shi nhi h

[@botgamingyt8155]

Effective depth 115

[@innocentuser494]

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

[@Nitish_Artistry]

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

[@user-oi5cf6bc6x]

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

[@user-oi5cf6bc6x]

Is ka uper ik vedio banan

[@niyazmohammad2381]

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)?

[@ShreeJiCharanashraya]

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

[@omkarkadam1164]

Tove ki value kya hai

[@chatpatgamingyt2707]

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]

bro apka nober send karo kuch kam hai study releted

[@user-iy4su3yk5w]

can i get the pdf of this

[@jahangirkhan-rw6th]

Feet inches system mai Two way slab kaisay design karthi hai

[@iliyasbagwan6961]

METER MEIN KARLO VALUES CONVERT AUR LAST MEIN DESIGN KE VALUES KO BACK TO FEET AUR INCHES MEIN

[@snoberkhan2068]

The value of Effective depth is not correct

[@UCEJubrajDebbarma]

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

[@abhimanyuverma-0174]

Given in is code

[@rajarshibayan639]

@@abhimanyuverma-0174 page and clause?

[@aman_raj_maurya6525]

Nooo it's wrong it's 0.14

[@aman_raj_maurya6525]

Because we have got 140 mm in calculation of D

[@cracker3552]

54:00 how 470mm reply if someone know

[@avishkargaikwad4355]

11470000 n.mm,, M1 value???????

[@shaiksadiq7558]

Bhai ast kaisa calculate krna hai bhai

[@shubhampatidar9094]

Mu = 0.87 Fy X Ast X d[1- ast x fy / b x d x fck]

[@pawannegi3827]

deff = 140-20-5 = 125 how

[@parzival9693]

I’m getting d req 19.85 in my limit step how u get 88

[@omkarkadam1164]

Ld kaise aaya

[@user-gg9qo3ld6g]

Can anyone tell me. why do we take b value as 1000mm? 20:45

[@1k5hay]

Because we design it for only 1m or 1000mm

[@savagezex2312]

Bro how to solve Ast??

[@agzclasses1124]

Use calc.

[@singer_fyp]

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

[@anishtayade5933]

Take it according to ur question

[@user-tl1gi5mn7j]

kzbin.info/aero/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu, refer this one also

[@ghafurnsk831]

140-25=125

[@labourvisiontv4217]

Lol....115

[@shubhampanwar7134]

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???

[@swayamvishwakarma5730]

Last wala check bhi galat he

[@snoberkhan2068]

chk for deflection Is Wrong..

[@shubhampatidar9094]

Yess ... L/d provided is greater than L/d maximum

[@mjk568]

KT wrong liya hai 1.55 nahi a raha hai

[@shubhampatidar9094]

1.35 aayga

[@yashhaste]

Sir WSM ke liye bhi yahi steps hai kya solve krne ke liye...?? Please reply

[@user-tl1gi5mn7j]

kzbin.info/aero/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu, refer this one also

[@siddharthtayade5973]

Kya rajya chuk Gaya n tumhara 115 kr jagah 125 likhre n

[@DARKkNIGHT-mv2up]

Galat likha hain 140-20-5=115 hain

[@user-tl1gi5mn7j]

kzbin.info/aero/PLtElM8k8rEY2QYenIfyVW-_lZmw3S1pKu, refer this one also

[@devanshpandey72]

Sab wrong hai

[@jawedhaider2810]

Laura chijo aur complicated kar rhe ho

[@souvik.fingtore]

thank you sir very helpful

[@bestscenetv7997]

140-20-5=115