Stapling and joining g. problem

M

mkrts88

New Member
2-column stapling 12-column joint security problem. I enlarged the column 10 cm so that it could solve the stapling and joining problem together, other problems arose and the stapler problem did not go away, so I took it back. To ensure joint safety, I solved some beams by changing their size. Can we also solve them by interfering with the reinforcement configuration? I'd appreciate any help
You do not have permission to view link Log in or register now.
 
I looked at your project. You can apply the live load reduction factor. Make your foundation thickness 70 cm. Thus, you will solve the stapling problem. The 2nd basement can also be marked as rigid. I don't know your architectural situation, but if there are such openings, the columns can be made square. In this case, you can minimize the cut-off safety. Also, you opened the spaces in the picture. You cut the ribs with these large blanks. This is not a correct study. Ribs are not cut that way. Instead, you should break up the slab with a slab edge or joist. This data entry is not correct.
 
You must log in or register to reply here.
Back
Top