Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE. www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC couponCode = IAMTHEBEST
Sir i have purchased that very beautiful teaching sir Mera Question hai Footing me apne DL and LL seperate liye hai but Etab me to DL+LL dono add hoke ata hai to unko seperate kaisa kare
Hi Friend. I am Anbarasan from tamilnadu. This video is really awesome. I really don't have a clear idea in normal G+1 storey building structural design of every elements. Please upload a video for us. That would be really helpful. Please reply if you really can.
First of all thank you for your time and consideration for the making such wonderful video's And I want to ask one thing can we design corner or edge footing without strap beam and provide only one beam on the edge of the footing..
I appreciate your efforts...But I want to clarify one big doubt ....As per the codes it is recommended to provided only one layer i.e bottom layer of reinforcement ...Experts say that the upper layer of reinforcement don't contribute in further increasing flexural capacity ...Also considering the economical side ...I just want to provide the reinforcement as bottom mesh for the eccentric or edge footing ...But in SAFE detailing is done in 2 rebar meshes , upper and lower ....Can you suggest how to do this
if top reinforcement comes more than minimum reinforcement you should increase the depth of footing and then ignore the top reinforcement in detailing it's also safe.
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE. www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
Hlw sir..I was doing the same I was following you but during running analysis it is saying like this- "Error number 9" "Index was outside the bounds of the array.." Sir what is the problem please help me
Hello sir, really great explanation... Thanks alot... I have one doubt that, Subgrade modulus is a ratio of SBC and Allowable settlement... If we multiply SBC with factor then it will be a ratio of Ultimate Bearing Capacity to Allowable Settlement.... In your columns also, qu is SBC and Not Ultimate SBC... Please correct me if I am wrong.
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE. www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
It would be great If you create a tutorial from start to end of a residential building with basement as well with Reinforcement detailing . Upto to the client drawings.
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE. www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
Thanks sir, simple and easy methods to model and design a isolated footing , can you provide me isolated footing reinforce detail drawing cad file to me.
BROTHER Please make it clear that what is the procedure of DRAW DESIGN STRIPS and also how should I understand that there is no need of using TOP LAYER BAR. It will be a great help
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE. www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
Sir it was very informative lecture As I am student I am practicing thing by doing mannual calculation would you please help me by providing any source for design of this type of eccentric footing design?and thank you for informative lecture..
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE.
www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
couponCode = IAMTHEBEST
Sir i have purchased that very beautiful teaching sir
Mera Question hai
Footing me apne DL and LL seperate liye hai but Etab me to DL+LL dono add hoke ata hai to unko seperate kaisa kare
Slab waali excel sheet kha milegi I need
copn not working
U explain in practical approach and theoretical approach both ways no one explain in this way on UA-cam thanks but plz upload more videos
Thank u so much nice explanation.. plz upload more vedio of eccentric footing and sloping footing
kartik Bro..thanks..have great time ahead...
Hi Friend. I am Anbarasan from tamilnadu. This video is really awesome. I really don't have a clear idea in normal G+1 storey building structural design of every elements. Please upload a video for us. That would be really helpful. Please reply if you really can.
Is it required to add self weight of footing to calculate the area of footing
Best hai sir apka tutorial..
Etabs strart kijye Sir please
Sir I am from Bangladesh.
In youtube yours video is the best.
Sir please upload etabs full design video.
Does safe check for one way shear ?
First of all thank you for your time and consideration for the making such wonderful video's And I want to ask one thing can we design corner or edge footing without strap beam and provide only one beam on the edge of the footing..
Only zone , 2 and 3
Earthquake zone
Please make one video for this type of footing (beam on edge of footing)...
Make vedio for eccentric footing with moment
Sir you have done a great job. So much descriptive, interesting, and well explained tutorials.
Bahut shandar bro keep it up👍
Thank u very much waiting for more videos ......
Nice vedio... plz make pile cap vedio
I appreciate your efforts...But I want to clarify one big doubt ....As per the codes it is recommended to provided only one layer i.e bottom layer of reinforcement ...Experts say that the upper layer of reinforcement don't contribute in further increasing flexural capacity ...Also considering the economical side ...I just want to provide the reinforcement as bottom mesh for the eccentric or edge footing ...But in SAFE detailing is done in 2 rebar meshes , upper and lower ....Can you suggest how to do this
It's provide minimum 0.12% renforcement in top mess
if top reinforcement comes more than minimum reinforcement you should increase the depth of footing and then ignore the top reinforcement in detailing it's also safe.
Thanks...👍👍
When will you upload the slab beam type raft in SAFE OR Strip footing in SAFE?
Appreciate your efforts in making this video! I would like to know the textbook from which the image for soil subgrade modulus formula was taken
You have got 1.5K subscribers. Why don't you start a building design course?
Very nice work and explanation
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE.
www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
thanks bro, such a nice video. hope to keep it up. waiting for more best videos.lots of love from Afghanistan
Hello sir is course me both slab and footing ka design teach karenge aap???
Which one is Main & Distribution reinforcement in rectangular eccentric footing? Either along short or along long?
good video , more video please
Nice lecture
Bahut badhiyan bhai keep it up
great job
Very nice bro. Keep it up. Please also make a tutorial on raft foundation in SAFE
Ok
Very useful, Kindly do a videos on Combined, Raft, Strip, Strap..design
Ok
And combined footing design is available on this channel
What does it mean reinforcement in layer A & layer B means, is it X & Y directions of the footing slab.
Sir when we calculate manually loads from building,we get total load on footing..how do you get load as DL and LL seperately...?
Thanks for providing notes sir
please make a video on isolated footings and mat footing design by SAFE
Best sir
Sir strap footing ka bhi explaination bataiye
Hlw sir..I was doing the same I was following you but during running analysis it is saying like this-
"Error number 9"
"Index was outside the bounds of the array.."
Sir what is the problem please help me
Bohot aacha laga aapki video dekh k sahab. Aapko jaldi koi project dilwate h. Aap apni id bta dijiyega 🙏
Kartikgem3@gmail.com
Sir Raft foundation ka video banaye please.
Sir please provide eccentric footing manual design and detailing.. please sir till I didn't find any manual design of eccentric footing
Sir waiting for next vedio
Hello sir, really great explanation... Thanks alot... I have one doubt that, Subgrade modulus is a ratio of SBC and Allowable settlement... If we multiply SBC with factor then it will be a ratio of Ultimate Bearing Capacity to Allowable Settlement.... In your columns also, qu is SBC and Not Ultimate SBC... Please correct me if I am wrong.
subgrade modulus related notes available in video description box
Ok sir thanks again
Nice video
Excellent effort. Please keep going.
Bhai thanks for video, magar bhai manually kare tw steel kam aari, compared to that of safe kaiku aisa??
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE.
www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
It would be great If you create a tutorial from start to end of a residential building with basement as well with Reinforcement detailing . Upto to the client drawings.
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE.
www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
What about uplift in eccentric footing ?!?!?
Load calculation btaiye 500KN kitne floor se ayega superimposed load bhi btao bhai kitna le?
Thanks sir, simple and easy methods to model and design a isolated footing , can you provide me isolated footing reinforce detail drawing cad file to me.
Sir how this DL and LL value obtained kindly explain plss
From etabs find the base reaction for dead and live
Normal Isolated footings mostly have only bottom reinforcement why would these footings always have top reinfo in SAFE....!?
BROTHER Please make it clear that what is the procedure of DRAW DESIGN STRIPS and also how should I understand that there is no need of using TOP LAYER BAR. It will be a great help
ignore top reinforcement if it is equal to minimum reinforcement
otherwise increase depth of foundation.
Sir am a beginner
How to find out D.L
Anf L.L contiontrate on column in software?
Based on which we design
Find the base reaction under dead and live
please make stepped footing & tapered footing tutorial in safe
At 40:16 of this tutorial, My Punching share value is coming 0.6673, where yours 0.7328. Is it my software problem?
Check design code
staad se DL aur LL kaise nikalu ???
DL aur LL kaha se aaya
after you analyze your structure in STAAD, check for reaction values in post processing, there you will get load at base of each column.
35 minutes video ke baad bolte hai ab eccentric footing me jate hein
neately explained
Course title-RCC SLAB DESIGN AND DETAILING AS PER IS CODE 456 IN CSI SAFE AND CAD SOFTWARE.
www.udemy.com/course/draft/3509014/?referralCode=5285FD0770E5E323E4CC
Sir it was very informative lecture
As I am student I am practicing thing by doing mannual calculation would you please help me by providing any source for design of this type of eccentric footing design?and thank you for informative lecture..
Sir your video is not coming?
Upload pile foundation vedios
use data from etabs and design tutorial
Ok
please watch complete video
coupn expiered