I am trying to design some tower bracing that will connect via a Transverse T plate.
One of the limit states is that D(column diameter)/t(column thickness) has to be less than or equal to 50: for T-connections under branch plate axial load or bending. (AISC Table K1.1A)
I am trying to use...
I am an civil engineer for a waterslide manufacturing company. We also design and build interactive water features for various projects. We are tackling a new project where we will be displaying 5 different types of turbines on a pre-determined platform. Each turbine will need to...
I am designing a walkway that will use tension members to hang below a structural platform. This walkway has been framed using C8x11.5. My tension members will most likely be HSS4x4x1/2. I would like to connect my tension members to some W shapes that outline the walkway frame and then have...
