For some electrostatic precipitators, profiled steel sheets are used as casing wall which is subjected to both
bending and vertical compression. By nonlinear finite element method, the influences of structural parameters on load
bearing capacity of profiled steel sheet wall were investigated. For the loading path, the uniform transversal pressure was
applied firstly, and then the vertical compression was applied until the wall failed. The results indicate that the vertical
compression resistance of profiled sheet decreases with the transversal load or the increasing sheet span. For certain sheet
shape, the vertical compression resistance of profiled sheet decreases with the wall width increasing. The vertical
resistance of the profiled sheet whose tensioned flanges are connected with the side columns is more than that whose
compressed flanges are connected with the side columns. When the vertical compression resistance is calculated
according to the buckling evaluation method of cold-form thin-walled steel member, the value is usually less than the
solution from finite element method. Consequently, the load bearing capacity based on the related method of cold-form
thin-walled steel member can be taken as a reference solution for the profiled steel sheet subjected to combined bending
and vertical compression.