Thank you mam 🙏

@CivilEngineeringMastery

3 күн бұрын

Most welcome 😊

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?

Very Informative video Thanks a lot

@CivilEngineeringMastery

3 ай бұрын

Most welcome

Lots of thanks

@CivilEngineeringMastery

5 ай бұрын

Most welcome

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

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

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.

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.

cant we download the pdf of detailings???

Maam warning on area increment are shown how to solve it

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