Hello Friends!! This video explains the design and detailing of isolated footing using safe software. Keep Watching!!! Happy Learning!!! Join this channel to get access to perks: / @civilengineeringmastery
Пікірлер: 19
@sushilthapa886510 күн бұрын
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
@suriyaprakashk321916 күн бұрын
Thank you mam 🙏
@CivilEngineeringMastery16 күн бұрын
Most welcome 😊
@user-hu6cl2ok2o6 ай бұрын
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?
@TheJawwadap3 ай бұрын
Very Informative video Thanks a lot
@CivilEngineeringMastery3 ай бұрын
Most welcome
@biswasmihir0001 Жыл бұрын
Thank You Mam. Please make tutorials on Warning .........
@biswasmihir0001 Жыл бұрын
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 Жыл бұрын
Layer B is Disable in option 'show slab design - chose strip direction'. How to solve it mam?
@CivilEngineeringMastery Жыл бұрын
While drawing strip you have to choose layer A and layer B.
@CivilEngineeringMastery Жыл бұрын
Redo the strip again by selecting layer A and layer B separately.
@lokeshacharyab.g8006 Жыл бұрын
Nice tutorial thanks, kindly upload oneway and two way slab design in safe softwareb asper indian cide
@structuralarchitecturalcon62845 ай бұрын
Mam slab material can be M25 and not Fe500. Kindly change in video
@stadd1236 ай бұрын
Lots of thanks
@CivilEngineeringMastery6 ай бұрын
Most welcome
@krishnakanthchidre5119 Жыл бұрын
mam please do another video for Eccentric Footing/shoe Footing using safe
@chsetha26308 ай бұрын
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.
@ZaheerAbbas-ch5df2 ай бұрын
cant we download the pdf of detailings???
@akhilasiva3548 ай бұрын
Maam warning on area increment are shown how to solve it