Abstract
In this article it is considered dynamic loadings arise in the time of movement cargo carts of
cranes bridge type. Essential dynamic loadings arise during transitional processes. Bad conditions of rail bring for appearance additional dynamic loadings. Especially influence such deflexions of
crane rail as beat out on rails and bad condition of joint rail. Conduct research show what joint of
rails are in very bad condition.
Receive decision which allow to define efforts in elastic bonds, frequency of oscillations and
amplitude, what essentially help to do calculate of crane more exactly.