what about the reinforcement details . I mean in the developed model actually there are 4 reinforcement in 1 section at the top but only 2 is drawn. and the width of beam is also 169 in drawing and design both. How do u derive on 2 reinforcement only in plane stress problem.
My Special Thanks To Muhtram Teacher, & DIANA FEA VB. May Allah Bless All of You With Guidance. Ameen.
Nice video. Do you have any tutorial concerning the interface model. For example concrete and FRP or Concrete-PCM interface? Thank you in advance
what about the reinforcement details . I mean in the developed model actually there are 4 reinforcement in 1 section at the top but only 2 is drawn. and the width of beam is also 169 in drawing and design both. How do u derive on 2 reinforcement only in plane stress problem.
The cross-section area of reinforcement was doubled in the model
hi, nice video. do you have any tutorial on pullout behavior of rebar from concrete? Thank you in advance
Hi Iftikhar, pls drop me an email (m.partovi@dianafea.com) to assist you...
Diana Beam