I drew only the grid of the building and i drew only one type of footing with same load condition in different grid point. Their displacement, bearing pressure is exactly same, but the slab design is totally different. HOW???
Plz make a detailed video of design of slab in safe 2016 using strip method manually placing the strip .and compare the results between safe and manual calculation .and plz give more emphasis on showing detailing as it is most important part rather than design.....
How can I design pedestal Beam in combined footing by using SAFE? And How can i Reshape column size in footing design which is not square in SAFE? Please give me a tutorial link.
hello sir, i really appreciate your tutorials it is so helpful for us , i have a small doubt regarding the design of foundation that what reaction should we use for the design of foundation? is it from ult load combination or service load comb?
I searched a lot in internet to find out the method to export data from e tabs to safe and design the isolated foundation. thank you very much sirr.........
MAESTRO...CAPAZO....mis respetos...thank u...very very practico...
+Christian BCF Welcome.
Please make a video on how to design the uni-axially eccentric edge footing and bi-axially eccentric corner footing with strap beam.
How about checking of soil stresses in the footing to check of the size is safe?
How to model design strips and when the design strips are necessary?
What about punching shear check ? Allowable settlement & columns in the model
Hi thank you for this videos. Why when import load from etabs to safe some load direction is up ward
Thanks
I drew only the grid of the building and i drew only one type of footing with same load condition in different grid point. Their displacement, bearing pressure is exactly same, but the slab design is totally different. HOW???
Plz make a detailed video of design of slab in safe 2016 using strip method manually placing the strip .and compare the results between safe and manual calculation .and plz give more emphasis on showing detailing as it is most important part rather than design.....
How can I design pedestal Beam in combined footing by using SAFE? And How can i Reshape column size in footing design which is not square in SAFE? Please give me a tutorial link.
Everything is OK apart from you didn't check whether footing is passed in bearing capacity check or not
please zoom areas it is hard to see and note the actions you do
hello sir, i really appreciate your tutorials it is so helpful for us , i have a small doubt regarding the design of foundation that what reaction should we use for the design of foundation? is it from ult load combination or service load comb?
base reactions after analysis in etabs, you can find it in tables-analysis-results
Thank you Sir
+Naresh Beniwal WC.
I searched a lot in internet to find out the method to export data from e tabs to safe and design the isolated foundation. thank you very much sirr.........
Glad it was helpful!
You missed the crux of footing design
You didn’t check the imposed pressure
Thanks for such an informative video...But shouldn't we define the LOAD SIZE?
Yes we should.
Thank you so much for the swift reply... :)
After importing in SAFE, 1st we should assign the load size & then carry rest of the process, I reckon
Sir in this detailing is missing
sir
how to find subgrade modulus of soil, i know the value of soil sbc (200). Asper is 456 : 2000 how to find subgrade modulus of soil?
200/allowable settlement=200/25 mm= 25/0.025= 8000
Soil Subgrade Modulus = SBC of soil * (Factor of saftey / Allowable Settlement)
🙏🙏
Sir please make a tutorial on two way slab design by csi safe...
Will try ASAP in sha Allah.
nice content
#brajknayak
Thanks.
how to get reinforcement value ?
From Moment Intensity.
And also reinforcement design option available in SAFE.
music is very flop
Thanks