Hello everyone, I need your input on my design work.I wanted to know how you would treat the bottom braced SHS40 beams.
In reality, they will be joined together. However, for design purposes, would you treat each bottom SHS as a simply supported beam on both ends only, or would there be another method to calculate the bending load on them?
In reality four awkward shaped equipment will be stored on the carrier and forklifted onto the truck top. The center of gravity of the four equipment is shown with G.
Please help me with this.
Thanks,
In reality, they will be joined together. However, for design purposes, would you treat each bottom SHS as a simply supported beam on both ends only, or would there be another method to calculate the bending load on them?
In reality four awkward shaped equipment will be stored on the carrier and forklifted onto the truck top. The center of gravity of the four equipment is shown with G.
Please help me with this.
Thanks,
