Hi all,
I'm currently working on a project where I'm considering the use of a steel trapezoidal plate as the roof diaphragm for a single-story structure. If any of you have experience with this, could you please provide references, particularly concerning the horizontal shear aspect?
Thanks !
I'm currently working on a project where I'm considering the use of a steel trapezoidal plate as the roof diaphragm for a single-story structure. If any of you have experience with this, could you please provide references, particularly concerning the horizontal shear aspect?
Thanks !