1. Reference problem#

1.1. Loading#

_images/100002010000038A0000016B55FAFD33E26DC30E.png

Figure 1.1-1

1.2. Liaisons#

  • Support PT_5 (KY = 208,740 N/m, KRZ = 0.0001 N.m/rad)

  • Support PT_100 (KY = 208,740 N/m)

  • Support PT_10 to PT_90 (KY = 417,480 N/m)

1.3. Geometry#

Characteristics

Value

Unit

Inertia

1*108

mm4

Table 1.3-1

1.4. Material properties#

Characteristics

Value

Unit

Young’s module

210,000

MPa

Poisson’s ratio

0.30

[-]

Table 1.4-1

1.5. Bibliographical references#

  1. VPCS: Guide to the validation of structural calculation software packages: « test SSLL15 », SFM, AFNOR technique.