Weak floor (B1) occurs due to mezzanine floor How to overcome 0.60

M

mhmt_ali

New Member
In the project I gave to Linte, a weak floor is formed due to the mezzanine floor. Even though I increased the column sizes, I couldn't pass 0.6, can you help
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Re: A weak floor (B1) is formed due to the mezzanine floor 0.60 how to exceed Hello, -There are more than one rigid diaphragm formation on the ground floor of the project and there are shears and columns that are not connected to the rigid diaphragm. Columns and bulkheads not connected to the rigid diaphragm are not included in the floor effective shear area. If you think it is the same, you can manually intervene in the +Awx,+AWy,+Agx,+Agy, Akx and Aky columns in the Analysis and Design/Floor Parameters/Irregularities tab. -You can review the 35th item
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and the information given in the links below in the Frequently Asked Questions section on weak floor irregularity.
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Good work
 
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