Powerful colon control

yunussacikk

New Member
hello, in my project, whose beamless plate slab carriers consist of columns and walls, strong column checks and column beam shear safety checks are not performed when beams are not present. I know that these 2 controls are absolutely necessary when making a high ductile solution. In this case, do I need to solve the beamless slab floor construction mixed or normal ductile?
 
"yunussacikk":1vamrl5l" said:
hello, in my project where beamless slab slab carriers consist of columns and shear walls, strong column checks and column beam shear safety checks are not performed when beams are not present. I know that these 2 checks are absolutely essential when making a highly ductile solution. In this case, beamless slab Do I need to solve the slab construction mixed or normal ductile?
Column beam shear safety control and strong column checks are made for beam-column connections.If your structure is non-beam slab, with shears with high ductility level (mixed ductility level or normal ductility level) in the 1st and 2nd earthquake zones. by choosing high).
 
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