Excellent explanation.

@CivilEngineeringMastery

14 күн бұрын

Glad it was helpful!

Thank you very much mam

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

Thankyou madam, For making this video & nice explanation

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

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

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

Very nice teaching mam ,many design calculation update seyunga

@CivilEngineeringMastery

Жыл бұрын

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

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

Super

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 kzread.info/dash/bejne/lZWqx7SfXamWdMY.html kzread.info/dash/bejne/Y453r9t_kpmuYLA.html kzread.info/dash/bejne/ZpZnvLhukpDFgps.html kzread.info/dash/bejne/dZiEurKjaa69ds4.html Also, Please check the playlist for more reference.

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

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

@CivilEngineeringMastery

2 жыл бұрын

ok.

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.

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

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.