URGENT REQUEST SIR PLEASE MAKE A VIDEO ABOUT LIFE WALL OR SHEARWALL AND HOW WE PROVIDE THE REINFORCEMENT AND ONE MORE THING CAN WE DESIGN SHEARWALL AS A WIDE COLUMN? IF YES THEN HOW TO DESIGN. PLEASE MAKE A VIDEO ABOUT THIS
Plate Element verus a surface If you want model a structure which contains a wall, slab or panel type component, you have two choices in STAAD : a) Model that panel using a collection of individual elements. This is called a finite element mesh. This is an assembly of the 2d triangular and/or quadrilateral elements described above. b) Model that as a single physical object called a Surface. plate can be either three noded or four noded, surface can be up to eight noded. Plate will have to be meshed through a different command, surface has the provision for auto meshing. All the three or four corners of plate can be of different thickness, the surface has to be of uniform thickness. The out put of plate analysis gives result for out of plane moment and shear and designs accordingly, The output of surface analysis gives result for in plane moment and shear. If the doubt persist and you insist i can come up with a explanatory video.
Why not use surface instead of 4-noded plate?
where is rebar for shear wall?
URGENT REQUEST SIR PLEASE MAKE A VIDEO ABOUT LIFE WALL OR SHEARWALL AND HOW WE PROVIDE THE REINFORCEMENT AND ONE MORE THING CAN WE DESIGN SHEARWALL AS A WIDE COLUMN? IF YES THEN HOW TO DESIGN. PLEASE MAKE A VIDEO ABOUT THIS
I noticed you didn't have any horizontal plates/slabs. Can you have horizontal and vertical plates in the same Staad model?
Please upload more videos .............. Waiting for more lectures
should we give beam in shear wall or constructed vertically shear wall without beam?
Thank you sir
Upload videos regularly
Can we draw curved shear walls
Thanks sir
But sir I have one question...we will use plate element or surface element for the shear wall??
Plate Element verus a surface
If you want model a structure which contains a wall, slab or panel type component, you have two choices in STAAD :
a) Model that panel using a collection of individual elements. This is called a finite element mesh. This is an assembly of the 2d triangular and/or quadrilateral elements described above.
b) Model that as a single physical object called a Surface.
plate can be either three noded or four noded, surface can be up to eight noded.
Plate will have to be meshed through a different command, surface has the provision for auto meshing.
All the three or four corners of plate can be of different thickness, the surface has to be of uniform thickness.
The out put of plate analysis gives result for out of plane moment and shear and designs accordingly, The output of surface analysis gives result for in plane moment and shear.
If the doubt persist and you insist i can come up with a explanatory video.
Staad Pro Classes thank you sir once again
Shear walls are designed as a surface element not a plate........