Hi is a silly quick question about the ubc 97 and post tension slabs.
Do we have to provide a minimum reinforcemnet for a PT slab designed only for crack control? I have a plan check correction asking for this and we ussually don´t provide any,just the tendons. As always thanks a lot
LG
Hi i Wanted to know about the minimum reinforcement on grade beams. we ussually use the minimum reinforcement for shrinkage and temperature. I wanted to know if this is ok or if we´re missing something. The amount of steel with this minimum reinforcement is huge compared with the requiered...
Hi Guys, i wanted to know if any of you could recomend a good composite book, Bacause i have to design a 4 stories wood framing and composite structure and i dont have to much experience on this kind of structures.
Thanks a Lot !
LG
Hi guys
I wanted to know if its ok to calculate all the OMF with a 2.8 omega factor(not only the connection).WE usually do that to avoid the design of the connection and the drift check. We usually use a Column to beam welded connection without plates. Is this Ok?
LG
Hi guys
I wanted to know if its ok to calculate all the OMF with a 2.8 omega factor(not only the connection).WE usually do that to avoid the design of the connection and the drift check. We usually use a Column to beam welded connection without plates. Is this Ok?
LG
Hi, i wanted to know if i have to use the omega Factor(2.8)(UBC 97) when i´m calculating a drag or a colector in a light wood framing structure with a moment frames in some lines
