Super! This video helped me a lot, your teaching is very nice.
@sivatammisetti79833 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.
@CivilEngineeringMastery2 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
@sasikumartherayil96202 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
@civil_boy_-ym1wz4 ай бұрын
Thank you very much mam
@archanajadav2957 Жыл бұрын
Thankyou madam, For making this video & nice explanation
@perumal8693 жыл бұрын
Very nice teaching mam ,many design calculation update seyunga
@CivilEngineeringMastery2 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
@brjangid30889 ай бұрын
Mam, It is not required to be checked for overturned moment.
@sivatammisetti79833 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.
@CivilEngineeringMastery3 жыл бұрын
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.
@veeranjaneyulu78253 жыл бұрын
Super
@tannirurajesh96387 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.
@CivilEngineeringMastery6 ай бұрын
yes. B6 will take the moment from the cantilever slab.
@ajaybiradar49023 жыл бұрын
Accordingly could please make video for one and two way slab design
@CivilEngineeringMastery3 жыл бұрын
ok.
@AhmadAli-je6fh Жыл бұрын
Why haven't you multiplied the slab and parapet loads with thr factor of safety???
@knightstruggler25476 ай бұрын
Mera Ast- required bohot Kam aata hai... Kyuki self weight 5KN/m² h
@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.