Part 34 : Master Beam Detailing as per IS 13920:2016🔥

[@sanjaysaxena270]

your way of explaining is very good , i must say that you are the best for learning staad pro connect.i have subscribed your channel since last one year with other channels also , but you are the best.i want following from you
1. solve this prob with dynamic analysis also
2.RCDC
3. pl provide final staad file.
4. excel file for beam

[@_koshur]

I must say your content is definitely the best for fresher with complete references of is codes.
Your channel deserve the 5 star rating.

[@simplystructural8424]

Thanks

[@griflettis2061]

Kindly proceed for response spectrum analysis, your videos are much helpful and easy to understand.Thank you

[@phaneendrakumar99]

Please do & complete this series as soon as possible...we are waiting for your videos......if possible
and do one Steel structures real project & rcdc

[@neerajsharma5580]

Best content!!
Please introduce RCDC in this course and different structures with foundation design.

[@7framesstudio292]

Sir kindly complete the sessions we are waiting from last 8 month and please start live sessions for interaction and doubts..

[@vikasrathod9539]

Very nice explain on this lecture
I will waiting for next lecture sir👍👍

[@Allinone-st3vp]

Please upload further videos like dynamic analysis

[@abdullahiahmedmohamed3925]

Dear sir what about other str.member's details like coulmn, foundation, slab, retaining wall

[@kromatism]

I THINK This is imcomplete.. important 13920 GUIDE line is missing.. thre will be some extra shear force to be added considering beam as simply supported.. once if u include that then only stirrups detailing is complet as per is13920..

[@sahil11071214]

Pls make video on raft foundation design

[@soumyadipchakraborty344]

Generally we provide extra bar at top of support and bottom of span but In mid span
Why support bottom reinf. Area is higher than mid span ?

[@krunalsinhgohil2461]

Sir please make further videos

[@ExplainerDido]

I would like to learn more . Is there any way i can contact you

[@soumyadipchakraborty1632]

dear sir kindly make a video on " why sometimes we are unable to apply floor loads on every floors? how to solve the error??

[@jajjohn6771]

Kindly make column detailing also

[@vasubhadania]

in staad even after creating groups i am not able to use them properly in loads....
please let me know how to resolve that

[@simplystructural8424]

What problem are you facing?

[@vasubhadania]

@@simplystructural8424 i have a staad file if you could send me your mail id i can send you the file......
I have made groups for many entities including slabs, voids etc..... But while i am checking assigned loads i am not able to load certain items of the created group.....

[@phaneendrakumar99]

Next video?

[@anoopmishra1227]

If you have considered 20 mm bar as beam rft....then your column size of 375 is inadequate

[@amrutpatil4043]

HOW

[@15vatsaljoshi42]

Single bar in tension zone is not practical

[@ritwickchoudhuri4819]

Excel sheet ta dijiye