Finite Element Study of Container Structure under Normal and High Temperature

Table 1

The lateral and longitudinal equivalent wind loading of the top corner fittings of each layer (N/mm²).

Layer	1	2	3	4	5	6
The lateral equivalent wind loading	0.729	0.729	0.729	0.736	0.785	0.831
The longitudinal equivalent wind loading	0.322	0.322	0.322	0.325	0.347	0.367