I am requested to design a steel structure shed with specific dimensions on a pre poured reinforced concrete slab of 200mm thickness. The main force acting is wind load, I have tried to look for design examples of structures this size but couldn't find any, so I applied portal frame structure theory, and these are the sizes I ended up with in the image.
My question is for a pin-based structure of this size is this design feasible or is there a more convenient design method to build.
I'm also thinking to remove the haunches since the maximum moments are low (<30kNm).
My question is for a pin-based structure of this size is this design feasible or is there a more convenient design method to build.
I'm also thinking to remove the haunches since the maximum moments are low (<30kNm).
