Table 12 The section parameters of truss members.

From: Experimental study and finite element analysis of heavy-duty escalator truss under full load conditions

Type

Internal chamfer radius/mm

Lower deviation of profile size

Thickness/mm

Width/mm

Height/mm

200 * 200 * 24

18

− 1.0

− 2.5

/

125 * 80 * 8, 125 * 80 * 10

11

− 0.7

− 2.0

/

80 * 80 * 8, 80 * 80 * 10

9

− 0.6

− 1.2

/

63 * 63 * 6

7

− 0.6

− 1.2

/

100 * 48 * 5.3

8.5

− 0.5

− 2.0

− 2.0

80 * 43 * 5

8

− 0.4

− 1.5

− 1.5

63 × 40 × 4.8

7.5

− 0.4

− 1.5

− 1.5

The soffit plate

/

− 0.55

/

/