Floor thickness problem

I

izmirli_35_35

New Member
I defined a floor with a live load of 0.35 t/m2 where the ladder will come from and entered its elevation as -5 cm to bend the reinforcements. WHY IS THE FLOOR THICKNESS PROBLEM (under geometry control) OCCUPIED HOW CAN I OVERCOME? THANKS...
 
Re: FLOOR THICKNESS PROBLEM Hello, reinforcement type console of account axis 2 of D04 slab. With the Reinforced Concrete Calculation Axis Edit command, the reinforcement type can be edited as top + bottom flat reinforcement.
 
You must log in or register to reply here.
Back
Top