Why shearwall cannot be modeled when beam is present? While other structural analysis softwares can do that. Please, how to do it without removing beams? I put the shearwall mainly for resisting lateral forces that cause soft storey irregularity in the building without increasing column sizes, column dimensions are alredy big.
Why shearwall cannot be modeled when beam is present? While other structural analysis softwares can do that. Please, how to do it without removing beams? I put the shearwall mainly for resisting lateral forces that cause soft storey irregularity in the building without increasing column sizes, column dimensions are alredy big.
Can we make curved walls ,say for a circular water tank?