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..
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
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
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...
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.
vera level explanation!! super sir, thank you so much for this video, it's really very easy to understand.
Tq so much sir... Tz very useful to me... Easy and understandable lecture...upload more videos in civil engineering
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..
Sir pls upload a video unit wise part a questions
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
Useful videos sir
Please do more videos
Thanks for your Support. Keep on supporting.
Supper Presentation
Good explanation sir thanks
Thanks for your support
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
Need to go for doubly reinforced
sir what if width of support is not given then how to do c/c in effective span ?
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...
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Bro tow v value large than tow c value a what can do
Then no problem bro you can proceed the design.
in second problem ,how to decide the floor finish load value
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.
@@civiltutor7220 ok sir, pls upload videos for column
D/b ratio = 1.5 to 2
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