Based on the theory of stochastic processes, a model for the vertical
load on columns of buildings due to one or two overhead travelling cra
nes was developed. In case of two cranes, it is assumed that they move
either on the same crane track (then load modelling includes ''cluste
ring'' effects) or in neighbouring bays. Characteristic values, partia
l safety factors and combination factors have been estimated on the ba
sis of extensive numerical studies, which may be used for future code
provisions on crane loads.