Design of Singly reinforced beam by Limit state Method - DRC - Lecture - 10 - Civil Tutor

[@shriMahashri-dj9xu]

vera level explanation!! super sir, thank you so much for this video, it's really very easy to understand.

[@navaneethas5273]

Tq so much sir... Tz very useful to me... Easy and understandable lecture...upload more videos in civil engineering

[@civiltutor7220]

Thanks for your support.., i have a plan to teach civil subjects one by one... but for that your continuous support is needed for me. So keep support civil Tutor channel.. Thank you.. siva..

[@vishva.s6772]

Sir pls upload a video unit wise part a questions

[@Thirugnanamshanmugam-rj3mt]

Select l/d ratio first and then fix approximate depth of beam Fix breadth of beam Calculate the self weight For shear refer table 19 of code Spacing of stirrups based on code requirements

[@sharunkumars8926]

Useful videos sir Please do more videos

[@civiltutor7220]

Thanks for your Support. Keep on supporting.

[@nasarpt7787]

Supper Presentation

[@paranthaman8394]

🙌

[@nitroprogrammer206]

sir what if width of support is not given then how to do c/c in effective span ?

[@voiceofgod5169]

sir in 2nd problem (6000/15) is 400 and the D=450 and if i continue with that it is coming as over reinforced and span is 6 meters so i cant increase the denominator that is L/d more than 15 what should i do

[@parentingwithnivi1585]

Need to go for doubly reinforced

[@guru4013]

Good explanation sir thanks

[@civiltutor7220]

Thanks for your support

[@gnanasownderr102]

sir, one doubt... in first problem for load calculation floor finish assume panala, but in second problem floor finish assume pani irukinga, which is correct...

[@nareshkanna.p.g2910]

in second problem ,how to decide the floor finish load value

[@civiltutor7220]

In studies we assume that as 0.75 or 1.., but in real life we should consider the type of materials you are using as a floor finish., we know the unit wt of that material from that you can calculate floor finish load.

[@nareshkanna.p.g2910]

@@civiltutor7220 ok sir, pls upload videos for column

[@kathiresang8285]

Bro tow v value large than tow c value a what can do

[@civiltutor7220]

Then no problem bro you can proceed the design.

[@Thirugnanamshanmugam-rj3mt]

D/b ratio = 1.5 to 2

[@shajithahamed1350]

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