Isolated Footing Design and Detailing using Safe Software | Safe 20 software | CSI Safe

[@SureshKumar-iy9hl]

Congratulations 👏👏👏

[@prabalkhakurel6901]

Good Explanations. Subscribed!

[@CivilEngineeringMastery]

I'm glad you found the explanations helpful!

[@biswasmihir0001]

Thank You Mam. Please make tutorials on Warning .........

[@biswasmihir0001]

Warnings are like......... Warning: Check meshing, At area 1 ( 8.22% Increment) Warning: Check meshing, At area 1 ( 4.11% Increment) Please solve it Mam

[@biswasmihir0001]

Layer B is Disable in option 'show slab design - chose strip direction'. How to solve it mam?

[@CivilEngineeringMastery]

While drawing strip you have to choose layer A and layer B.

[@CivilEngineeringMastery]

Redo the strip again by selecting layer A and layer B separately.

[@TheJawwadap]

Very Informative video Thanks a lot

[@CivilEngineeringMastery]

Most welcome

[@BantZai]

Thank you for the lesson. Excuse me, I have version 20.3, while in version 16, when right-clicking on the Shell element, you could see the "Design" tab. However, in this version, that tab is only visible in Frame and Ribs elements. For Shell-type elements, only "Geometry," "Assignments," and "Loads" tabs are available. Is there a way to activate it, or does the tab appear differently for these elements?

[@structuralarchitecturalcon6284]

Mam slab material can be M25 and not Fe500. Kindly change in video

[@suriyaprakashk3219]

Thank you mam 🙏

[@CivilEngineeringMastery]

Most welcome 😊

[@lokeshacharyab.g8006]

Nice tutorial thanks, kindly upload oneway and two way slab design in safe softwareb asper indian cide

[@krishnakanthchidre5119]

mam please do another video for Eccentric Footing/shoe Footing using safe

[@stadd123]

Lots of thanks

[@CivilEngineeringMastery]

Most welcome

[@chsetha2630]

Hi, I am very appreciate your time making video, at report punching shear calculation, the value shear force is 349KN seem small and how come to have this value? as your DL and LL is 300KN, 100KN once shear force value is not correct then value of punching shear is not correct too. Punching shear force is factor force from combination DCONS2 as shown in your report.

[@Said-mb5tx]

i want to change the direction of moment like the negative moment appear down dutum and the positive moment appear upper detum please could any one tell me how ?

[@sushilthapa8865]

while i run i get warning (Model has been checked, 1 warning messages Warning: Check meshing, At area 1 ( 5.44% Increment) Check Warning File(C:\Users\sushi\OneDrive\Desktop\Running Project\Strucutre\Structure\safe\Foundation.WRN).) how do i solve it

[@akhilasiva354]

Maam warning on area increment are shown how to solve it

[@ZaheerAbbas-ch5df]

cant we download the pdf of detailings???