This project aimed to conduct steady-state analysis for the monolayer E-type corrugated pallets, in order to optimize the design of its structure. First of all, with the help of elasticity theory, by means of differential equations, the critical load of the monolayer E-type corrugated pallets was derived. After that, with the aid of UG, the finite element model of the monolayer E-type corrugated pallets was established. Using the experimentally determined engineering constants for the monolayer E-type corrugated pallets, by means of FEM method, static analysis and buckling analysis for the monolayer E-type corrugated pallets were conducted on the Ansys platform. Then, the buckling modes and critical load of the monolayer E-type corrugated pallets were solved. The theoretically derived and FEM test validated results were used for qualitative analysis. Comparison of the analysis results, the simulation results and the results of the theoretical derivation were consistent. The validated comparison of the two methods provided a theoretical basis for the structural design of the E-type corrugated boxes. The steady state analysis of the monolayer E-type corrugated pallets using theoretical derivation and FEM could shorten product design cycles and improve product competitiveness.