Need a bit of help
Built a frame on the roof of a building to allow a scaffold hoist to be attached to it. The load the hoist is lifting is 75kg over a height of 25m.
The safety officer wants to know if the scaffold frame ( attached to the steel rsj in four locations using 8 beam clams) will safely take the imposed load applied to it.
We built the frame on Friday afternoon and he's requested a design or the calcs to prove the design before Tuesday morning.
Can anybody give me some equasion to give him tokeep him off my case.
The frame consists of two four board readylocks as transomes, the tubes from the steel to the winch are 10ft long.
Picture enclosed
Built a frame on the roof of a building to allow a scaffold hoist to be attached to it. The load the hoist is lifting is 75kg over a height of 25m.
The safety officer wants to know if the scaffold frame ( attached to the steel rsj in four locations using 8 beam clams) will safely take the imposed load applied to it.
We built the frame on Friday afternoon and he's requested a design or the calcs to prove the design before Tuesday morning.
Can anybody give me some equasion to give him tokeep him off my case.
The frame consists of two four board readylocks as transomes, the tubes from the steel to the winch are 10ft long.
Picture enclosed
Attachments
Last edited: