Dear experts
I have little bit difficult connection for slopped cantilever steel beam rested on a steel beam , the slop of 2% is required by Arch. Engineer for the roof drainage . I make a sketch (see attached)of a proposal connection of the two beams and i need your opinion about it.
Thank you
I have little bit difficult connection for slopped cantilever steel beam rested on a steel beam , the slop of 2% is required by Arch. Engineer for the roof drainage . I make a sketch (see attached)of a proposal connection of the two beams and i need your opinion about it.
Thank you