ASCE 7-22 Load Combination Generator

Load Cases

ASCE load

Replace table

ID Code Name Category Direction

0 loads

ID	Code	Name	Cat.	Dir.	Source

Method Start Combo No

View / CSV Format SAP2000 STAAD.Pro SACS

Earthquake Data - ASCE 7-22 Sec. 12.4.2

SDS rho Omega0 Strength L

Use overstrength seismic effect Em = Ev +/- Omega0 QE

Static EQ* and dynamic RS* cases are treated as separate QE cases.

0 combinations