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

[@ashutoshmandal5636]

Excellent explanation.

[@CivilEngineeringMastery]

Glad it was helpful!

[@sarvikabalasundaram3753]

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

[@sivatammisetti7983]

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

[@CivilEngineeringMastery]

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[@sasikumartherayil9620]

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

[@civil_boy_-ym1wz]

Thank you very much mam

[@archanajadav2957]

Thankyou madam, For making this video & nice explanation

[@perumal869]

Very nice teaching mam ,many design calculation update seyunga

[@CivilEngineeringMastery]

I have created a course, structural design of buildings using Etabs software which includes structural analysis and design of a five-sorey RCC building(Real project) and is now available on udemy. Kindly use the below link to avail the full course. www.udemy.com/course/structural-design-of-buildings-using-etabs-software/?referralCode=14883FDBBD95A1ADAC02

[@brjangid3088]

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

[@sivatammisetti7983]

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]

Please refer the below link kzbin.info/www/bejne/mZLZloWcYqtjesU kzbin.info/www/bejne/Z4umfqx8l5t7Zq8 kzbin.info/www/bejne/apOWi4lrl5KSiJo kzbin.info/www/bejne/eZWziYOgbrCKfM0 Also, Please check the playlist for more reference.

[@veeranjaneyulu7825]

Super

[@tannirurajesh9638]

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]

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

[@ajaybiradar4902]

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

[@CivilEngineeringMastery]

ok.

[@AhmadAli-je6fh]

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

[@knightstruggler2547]

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

[@tsheringyeltshen]

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

[@CivilEngineeringMastery]

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]

@@CivilEngineeringMastery Okey, thankyou for your response madam.