Verifikace
Anchor bolts in tension and shear
Ocel
CISC (Kanada)
Connection
In the attached verification example, an anchoring is designed according to CSA S14-16 and CSA A23.3-14 and the resistances are compared to CBFEM results.
The column base is loaded by tension and shear.
The difference in anchor utilization is 3% due to the occurrence of prying forces in CBFEM.
Přiložené soubory ke stažení
- Anchor_bolts_in_tension_and_shear-2.pdf (PDF, 573 kB)