SACS Seismic Iteration App

Project

Work root SACS version Units Local API bridge API callable

Max runs Shear tol. % Pile tol. % Damping %

Seed dynamic X kip Seed dynamic Y kip

Seed raw static shear kip

These are fallback seed values. In API mode the runner should parse dynamic base shear from eqklst and static shear from psilst.

Factor update

Upload single sacinp Import SACS folder Import list/input files

Benchmark data loaded.

Modes Elevation ref. Combination Response factor

Ground type PGA MCER, g SS MCER, g S1 MCER, g

SDS, g SD1, g T0 / TS, s TL / max T, s

Period s	Acceleration	Velocity	Displacement

API 2EQ screen ready

User inputting response spectrum

Iter 1 CQC X736kip

Iter 1 CQC Y770kip

Iter 2 CQC X753kip

Iter 2 CQC Y785kip

Runtime SACS 2024

Bridge Ready

Stop rule 2% shear tolerance

Download Each iteration ZIP

1Static PSI

2Dynpac modes

3Earthquake

4Compare

5Update SUP

Ready. Upload one sacinp, confirm the API bridge, then click Run iteration.

Run	SUPX	SUPY	Static X kip	Static Y kip	Dynamic X kip	Dynamic Y kip	Err X %	Err Y %	Pile max %	Status	Download

No SACS API run yet.