thanks sir i have 4 + year experience but fro maternity reason i skip my career for 7 year but right now i looking rejoin so please recommend me any opening or requirement i really finding my job.
Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?
Hi sir When we design a RCC slab to determine the thickness of slab why we dont determine the thickness of it directly? I mean why we find an initial thickness for it by estimation at first and then we select a suitable thickness. Is there any rule to follow in estimation step?
That's the video I was searching for my government interview preparation..thank you..🙏
Most welcome 😊
Thanks a lot for your explanation my dear because you help us to understand the main idea about this course
Hat's off for your Effort Sir
thanks a lot sir explained well
Thanks for the information
My pleasure
Sir, If you designed for 2-way restrained slab then we also check for shear stress, development length and also give torsion steel
Sir, please do video....on slab,beam, column. Thanks for sharing Sir
thanks sir
i have 4 + year experience but fro maternity reason i skip my career for 7 year but right now i looking rejoin so please recommend me any opening or requirement i really finding my job.
All the best ! I will update if any
sir what is b in this equation
Is the reinforcement mentioned in the torsion in the different corners are the gross reinforcement? Bars are coming ftom two different direkction on the top and bottom. Will those be included while accounting for torsion reinforcement?
great
Please provide detailing of this slab as per calculation and rest everything is good only missing part is the detailing in the end
video is incomplete pls provide main steel and dist steel diagram sir 🤔
Hi sir
When we design a RCC slab to determine the thickness of slab why we dont determine the thickness of it directly? I mean why we find an initial thickness for it by estimation at first and then we select a suitable thickness.
Is there any rule to follow in estimation step?
Check for depth M formula is wrong. We have take 0.133*fck*b*d2 for Fe500 & not 0.138
Did you forget to add minus sign in calculation of support bending moment ???
Is this same as designing roof slab?
🤩
Sir can you give link of this pdf please sir
Available in description check
Pls provide the PDF 🙏
Alpha x and y how to find it
Can i get this pdf?
How can I get this pdf?
once pin to my mail
@@civilengineeringbyshravan9596 sir how to get pdf
Where is the diagram for this
Ast calculated using the mentioned formula is wrong
Bro can U send me this Pdf
Staad pro connect
Plz provide pdf
9.:01 sec Lx 3.7 not 3.01