Looking for codes/ guidelines etc to calculate the forces incurred, say, if a construction worker falls from the ceiling ( he has a safety harness on ) . What will be the forces due to the impact.
1. Can anybody help in telling me how to design free standing Runway columns. What are the formulas used and what guidelines to follow?
We normally take 10% of the live load and the hoist wt and apply it to the top of runway column modeling it as a cantilever. Is this approach good. Any ideas...
1. Can anybody help in telling me how to design free standing Runway columns. What are the formulas used and what guidelines to follow?
We normally take 10% of the live load and the hoist wt and apply it to the top of runway column modeling it as a cantilever. Is this approach good. Any ideas...
