Lucky1
Well-known member
This problem involves determining the thickness of the footing required to support the tower crane. The solution references a book by Shapiro, Cranes and Derricks, 3rd ed., p. 361. The solution contains equations to solve for the overturning moment and stabilizing moment. This appears to be a very complicated statics problem. But not having the referenced book wanted to know if the moment equations used are from the book and typical for a tower crane (e.g. can they be used to plug and chug for a tower crane problem). This is the only problem like this I have encountered in the reams of material I have studied. Can one of our veterans shed some light on this? Thanks!