What happens if i take a strip from one end of the building to the other instead of taking it slab by slab. Is there a difference? And whats most recommended? Thank you.
Use finite element method, found in this channel. The bar bending schedule depends on the end conditions of every bar taking all panels at once may not produce accurate results.
Please I have a question...After inserting my strips, the reinforcement is written thus..(11T12-250), there’s no B2 or T1. How do I get that?
Check your slab settings and make corrections
What happens if i take a strip from one end of the building to the other instead of taking it slab by slab. Is there a difference? And whats most recommended? Thank you.
Use finite element method, found in this channel.
The bar bending schedule depends on the end conditions of every bar taking all panels at once may not produce accurate results.
And what’s the difference between 11H8-2-175 and 11T8-175..?..Thanks in advance
The previous is for doubly reinforced detailing and the later is for singly reinforced detailing
Great job budy......but, you did not consider one-way slab while adding strip. If its one way , do one need to draw strip for both X & Y axis?
Regards
See the design for finite element analysis