This paper develops a simplified, but effective, algorithm in obtaining cri
tical slab design moments for parking garages. Maintaining the uniformly di
stributed load concept generally adopted in the design of building structur
es, this paper also introduces the equivalent vehicle load factors, which c
an simulate the vehicle load effects without taking additional sophisticate
d numerical analyses. After choosing a standard design vehicle of 2.4 tons
through the investigation of small to medium vehicles made in Korea, finite
element analyses for concentrated wheel loads were conducted by referring
to the influence surfaces. Based on the obtained member forces, we determin
ed the equivalent vehicle load factors for slabs, which represent the ratio
s for forces under vehicle loads to these under uniformly distributed loads
. In addition, the relationships between the equivalent vehicle load factor
s and sectional dimensions were also established by regression, and then us
ed to obtain the proper design moments by vehicle loads. The member forces
calculated by the proposed method are compared with the results of four dif
ferent approaches mentioned in current design codes, with the objective to
establish the relative efficiencies of the proposed method.