eplate

d := Design{
	W:   1800,
	H:   1800,
	Thk: 12,
	Stiffiners: []Stiffiner{
		Stiffiner{
			W:            100,
			Thk:          10,
			Offset:       600,
			IsHorizontal: true,
		},
		Stiffiner{
			W:            100,
			Thk:          10,
			Offset:       1200,
			IsHorizontal: true,
		},
	},
}
l := Load{
	Sx:  1.0,
	Sy:  0.0,
	Tau: 0.0,
}
c := DefaultConfig()
c.MaxDistance = 100
fmt.Fprintf(os.Stdout, "%s\n%s\n", d, l)
buckle, Smax, Dmax := Calculate(d, l, c)

var buf bytes.Buffer
w := tabwriter.NewWriter(&buf, 0, 0, 1, ' ', tabwriter.TabIndent)
fmt.Fprintf(w, "|\tBuckling factor\t%8.2f\ttimes\t|\n", buckle)
fmt.Fprintf(w, "|\tMaximal stress\t%8.2f\tMPa\t|\n", Smax)
fmt.Fprintf(w, "|\tMaximal deformation\t%8.2f\tmm\t|\n", Dmax)
w.Flush()
fmt.Fprintf(os.Stdout, "%s\n", buf.String())

Output:

Base plate dimensions:
| Heigth:     1800 mm |
| Width:      1800 mm |
| Thickness:    12 mm |

Stiffiner position: 1
Stiffiner dimensions:
| Width:               100 mm |
| Thickness:            10 mm |
| Offset from plane:   600 mm |
| Horizontal:        true     |
Stiffiner position: 2
Stiffiner dimensions:
| Width:               100 mm |
| Thickness:            10 mm |
| Offset from plane:  1200 mm |
| Horizontal:        true     |

Loads:
| Sx:                  1.000 MPa |
| Sy:                  0.000 MPa |
| Tau:                 0.000 MPa |
| Lateral pressure:    0.000 MPa |

| Buckling factor       269.93 times |
| Maximal stress          1.05 MPa   |
| Maximal deformation     0.03 mm    |