Hi , I made boundry element design , and then when I redesign the walls by assuming (assign general reinforcement) for the wall it self the D/C ratio is logic but for the wall summary the boundary element length is increased rather than the first length - which was used as creating new section for the wall- why is that? shall the boundary element in wall summary be greater?!! after I used the first value as new section
very Nice Sir
Can we use section designer to create composite shear wall?
sir, how to add composite sections ( adding steel plate to boundary element) in shear wall??
Good
THANKS...
Sir ek baar etabs ke results se detailing kaise kar sakhte hai iska ek video
ok, will do that
👍🏻
Hi , I made boundry element design , and then when I redesign the walls by assuming (assign general reinforcement) for the wall it self
the D/C ratio is logic but for the wall summary the boundary element length is increased rather than the first length - which was used as creating new section for the wall- why is that?
shall the boundary element in wall summary be greater?!! after I used the first value as new section