Design of cantilever slab | Cantilever slab design as per IS-456:2000 & SP-16

Design of cantilever slab | Cantilever slab design as per IS-456:2000 & SP-16 | Cantilever detailing

Рет қаралды 6,579

2 жыл бұрын

Hello friends!!
This video explains about design of cantilever slab with step by step procedure as per IS-456 & SP-16 and detailing of cantilever slab.
Please refer the below link
Design of cantilever slab - Part-1
• Cantilever Slab Design...
Keep watching!!!Happy Learning!!!
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Пікірлер: 23

@ashutoshmandal5636 14 күн бұрын

Excellent explanation.

@CivilEngineeringMastery 14 күн бұрын

Glad it was helpful!

@civil_boy_-ym1wz Ай бұрын

Thank you very much mam

@sarvikabalasundaram3753 2 жыл бұрын

Super! This video helped me a lot, your teaching is very nice.

@brjangid3088 7 ай бұрын

Mam, It is not required to be checked for overturned moment.

@archanajadav2957 Жыл бұрын

Thankyou madam, For making this video & nice explanation

@sivatammisetti7983 2 жыл бұрын

Madam, U r explanation is simply super . Plz do more videos on complete manual design of building.i.e., From slab to foundation.

@CivilEngineeringMastery Жыл бұрын

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@sasikumartherayil9620 2 жыл бұрын

Very clear . Can you explain if the slab is starting from beam bottom and atleast 2.1 m cantelever span. How to design the beam

@veeranjaneyulu7825 2 жыл бұрын

Super

@perumal869 2 жыл бұрын

Very nice teaching mam ,many design calculation update seyunga

@CivilEngineeringMastery Жыл бұрын

@sivatammisetti7983 2 жыл бұрын

Madam, Complete G+2 building from slab to footing , manual design calculations. How to select or adopt column and beam sizes as per codal provisions.

@CivilEngineeringMastery 2 жыл бұрын

Please refer the below link kzfaq.info/get/bejne/mcemmLWXkqyUdJc.html kzfaq.info/get/bejne/Z8BzgNx3x5ysYIE.html kzfaq.info/get/bejne/ashjjblmx5PDgmw.html kzfaq.info/get/bejne/ecqAi7ObnrG7dp8.html Also, Please check the playlist for more reference.

@knightstruggler2547 3 ай бұрын

Mera Ast- required bohot Kam aata hai... Kyuki self weight 5KN/m² h

@ajaybiradar4902 2 жыл бұрын

Accordingly could please make video for one and two way slab design

@CivilEngineeringMastery 2 жыл бұрын

ok.

@AhmadAli-je6fh Жыл бұрын

Why haven't you multiplied the slab and parapet loads with thr factor of safety???

@tannirurajesh9638 4 ай бұрын

The beam B6 which is supporting the cantilever slab Is it supose to take the moment which are generated by that cantilever slab? Please clear my doubt madam.

@CivilEngineeringMastery 3 ай бұрын

yes. B6 will take the moment from the cantilever slab.

@tsheringyeltshen Жыл бұрын

why did you assume Pt as 0.2%...what sld be the max and min Pt value for the cantilever slab

@CivilEngineeringMastery Жыл бұрын

0.2 % assumed for calculations as an example. As per IS-456, for slab Min 0.15 % of the total cross-sectional area when mild steel is used. Min 0.12% of the total cross-sectional area when HYSD bars are used.

@tsheringyeltshen Жыл бұрын

@@CivilEngineeringMastery Okey, thankyou for your response madam.