Analysis errors

H

hcanli

New Member
After the confined column errors are fixed, when we equip the beams, it gives the confined column errors again. "Column beam region shear safety not provided TBDY 7.5.2" What should I do? I have attached the project as an attachment.
 
Hello, Since the reinforcements in the beam are taken into account when calculating the beam shear forces, it is normal to get such a result when you change the reinforcement. After reinforcing the beam you should clear this error.
You do not have permission to view link Log in or register now.
link item 9 states what you can do to fix the errors. I wish you good work
 
Hi My Suggestions: --According to your building DD2 (You can see that DD3 is not active when you choose from the wizard.) --Divide this three-block building into blocks, (R values and floor heights are different from each other). ) --Semi-rigid solution, --Check the coordinates, --Resolve the Elevator Curtains by grouping, delete the columns at the beginning and enter them as curtains, --Do not protrude left and right on the raft foundation in the middle block, --The foundations of the left-right blocks should not fit into the middle block, --When calculating network cannot be created error is seen on some tiles, -- Tick Elevator/engine room at ASMD floor, --You can reduce HY at ASMD and 3rd floor ceiling, --Make concrete value C30, -- Make the HY participation coefficient 0.6, (TBDY2018 table 4.3) --S60-61-62 no foundation under the columns, --K1 beams where the stairs will sit take the stairs to the mezzanine landing, Ünver ÖZCAN
 
You must log in or register to reply here.
Back
Top