This article presents an efficient design approach for the preliminary desi
gn of long-span king-post steel truss systems. First of all, the key parame
ters that govern effectiveness of the design of a truss system that has its
own unique geometric configuration are identified. An optimization model b
ased on the identified key design parameters and the proposed simplified an
alysis model is established next. A generic algorithm is then applied to se
arch for the optimal key design parameters. Finally, design examples based
on the study of two arena projects in North America are presented. The resu
lts of the study suggest that the proposed design method provides an effici
ent and practical solution for the design of long-span king-post truss syst
ems.