Dear DAD Sir, For Steel Stress of Service formula of fs will be, fs=0.58×fy×(Area of cross-section of steel required/Area of cross-section of steel provided); as per Page No. 38, Fig. 4 of IS 456:2000. Hence, please sir correct it accordingly.
Thank u very much sir Development lenth nahi samajh aataha hai.,kyon ki beam me bonding ke lie liya jata hai kintu slab me development kis ko kahte hain . Bentup bar ko ya phir lenth badhaya jata hai beam se tie karane ke lie . Kahne ka matlab development lenth kyon .
effective depth provided is greater effective required for balanced section which section is this Sir this is over or under you write under but I think this is over plz give answer of this on vdo 29min
For example, if the depth required for a balanced section is 200 mm & you provide the depth = 180 mm, that means you are reducing the size of concrete, steel does’t change. Therefore reducing concrete size means concrete will fail first, hence less depth means over reinforced as compared to concrete, and when depth provided is more than 200 mm that means you have provided more than sufficient depth of concrete, therefore it will behave like an under reinforced. I hope this answers your questions, in case of any more doubts you can chat with us on 99316 20201 (Official Whatsapp).
Diatribution bar ka spacing ka IS code requirement hai, 5d or 450 mm whichever is less, lekin 0.12% min steel bhi peovided hona chahiye, isi hisab se hmlog dia or spacing nikal liye, board pe 5d or 500 likh diye the mistake se
Sir ak question hai , (design a rcc slab with a clear span of 3m support ed on sides over 230 mm thick wall and is carrying a live load 3kn/m2.use M20 and fe415. ) yaha kaise pata chalega ki one way ya two way slab design karna hai. Please reply sir previous year ka question hai 🙏🙏🙏🙏
2 clue given hai, 1. Slab supported on sides likha hai, sides pe supported one way slab me hota hai, two way me all sides supported hoga 2. Jb span nahi given ho 2 side ka sirf span given ho 1 side ka to waise b one way hi consider hota hai
Really sir sare dought clear ho gaye. once again thank you sir.
Kis college se ho?
Dear DAD Sir, For Steel Stress of Service formula of fs will be, fs=0.58×fy×(Area of cross-section of steel required/Area of cross-section of steel provided); as per Page No. 38, Fig. 4 of IS 456:2000. Hence, please sir correct it accordingly.
Sir you uploaded so perfect video this help's me lote so sir i want to do somthing for you so sir please give me one chance.
give a chance for help.
😀 Kis college se ho??
For overall depth cant we do (span/25) . Modification factor kiu yad karke bethe.
Sir shear force me bhi factor of safety (1.15) se multiply hoga n...
Load factored kar chuke hain, to na MU me multiply hoga na Vu me
Hmm sir 🙏
Thanks sir 🙏
Thanku sir
effective depth provided is greater effective required for balanced section which section is this
ChatGPT
If th
Under Reinforced Section.
Thanks
Thank u very much sir
Development lenth nahi samajh aataha hai.,kyon ki beam me bonding ke lie liya jata hai kintu slab me development kis ko kahte hain .
Bentup bar ko ya phir lenth badhaya jata hai beam se tie karane ke lie .
Kahne ka matlab development lenth kyon .
Sir looks like physics wala😮😮
effective depth provided is greater effective required for balanced section which section is this
Sir this is over or under you write under but I think this is over plz give answer of this on vdo 29min
For example, if the depth required for a balanced section is 200 mm & you provide the depth = 180 mm, that means you are reducing the size of concrete, steel does’t change. Therefore reducing concrete size means concrete will fail first, hence less depth means over reinforced as compared to concrete, and when depth provided is more than 200 mm that means you have provided more than sufficient depth of concrete, therefore it will behave like an under reinforced. I hope this answers your questions, in case of any more doubts you can chat with us on 99316 20201 (Official Whatsapp).
Good morning sir 🙏🏽🙏🏽
Hello sir for diploma RCC subject ke liya step liksakte hai kya
Mera state board I am from Karnataka
load combination kha gya apka
Good morning sir
Sir DL = overall depth X 25 hoga in replace of effective depth, is it right
Haan overall hi hoga 👍🏻
Gd moning sr c-19
Shear aur development length nikalana jaruri hai slab me
Slab k design me dikha dena chahiye, waise to sbte k syllabus me alag alag units hai, but dikha dena.
Deflection check raha gaya na
When your going to make a video on something just prepare yourself.u have done too many mistakes n correcting that again that is wasting the time.
Where is the mistake many people are approaching different ways to solve RCC problems . Full of assumptions
Sir distribution bar ka jo spacing nikale hai wah samaj me nhi aaya 🙇🙇
Diatribution bar ka spacing ka IS code requirement hai, 5d or 450 mm whichever is less, lekin 0.12% min steel bhi peovided hona chahiye, isi hisab se hmlog dia or spacing nikal liye, board pe 5d or 500 likh diye the mistake se
Sir ak question hai , (design a rcc slab with a clear span of 3m support ed on sides over 230 mm thick wall and is carrying a live load 3kn/m2.use M20 and fe415. ) yaha kaise pata chalega ki one way ya two way slab design karna hai. Please reply sir previous year ka question hai 🙏🙏🙏🙏
2 clue given hai,
1. Slab supported on sides likha hai, sides pe supported one way slab me hota hai, two way me all sides supported hoga
2. Jb span nahi given ho 2 side ka sirf span given ho 1 side ka to waise b one way hi consider hota hai
@@dAdSir Thanks sir concept is clear now.
Online exam main kya aa sakta hai sir etna bada to aayega nahi😅🙄
Online me iske andar se concept puch skta hai, ya small parts me puch sakta hai. Pura topic padha diye hain online offline sabke liye
Bahut add aata hai sir chanel pe
Itni mehnat karte hain, 2-4 ads to aana hi chahiye😁
sir .. 230 khn se aaya
plz tell me ... i confused ... when no given dimension of beam ..means say that b and d ar not given then how to find bd
230 mm wall ka thickness hai jiske upar slab directly rakha hua hai. Question me given hai 230 mm
@@dAdSir sir ... if when not give then wht i do
It will always be given in question. Ya to beam ka width given hoga ya wall ka width
@@dAdSir not gine in my book