Dear friends, I have a box shaped shear wall in my building and I have faced a problem about designing it. I assigned all 4 walls in one pier and used section designer to model the wall and assign bars to the wall. According to etabs manuals etabs can design U,L,T shaped shear walls but I don't...
Dear friends, I have a box shaped shear wall in my building and I have faced a problem about designing it. I assigned all 4 walls in one pier and used section designer to model the wall and assign bars to the wall. According to etabs manuals etabs can design U,L,T shaped shear walls but I don't...
I have a question concerning on working with other application in Visual Basic. I will be very appreciated if I could have your opinion on the following case:
Etabs2000 does not have ability to write a program on it. So you have to write it in another language. I have written the whole program...
Dear Sirs,
I have a technical question concerning on calculations of P-Delta effects on concrete structures. I will be very appreciated if I could have your opinion on the following case:
According to NEHRP and other codes, it is convenient that in order to estimate the maximum inelastic...
