etabs_define_seismic_load
Create an ASCE 7-16 equivalent lateral force seismic load pattern in ETABS, including Quake pattern and load case, from Ss, S1, site class, R, and Cd inputs.
Instructions
Define an ASCE 7-16 equivalent-lateral-force seismic load pattern (Define > Load Patterns > Auto Lateral Load). Creates the Quake pattern and its load case.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| r | No | Response modification coefficient R. | |
| cd | No | Deflection amplification Cd. | |
| s1 | No | Mapped MCER 1-s acceleration S1 (g). | |
| ss | No | Mapped MCER short-period acceleration Ss (g). | |
| tl | No | Long-period transition TL (s). | |
| name | No | EQX | |
| omega | No | Overstrength factor Ω0. | |
| period | No | Fundamental period source. | program |
| ct_type | No | Approximate-period Ct/x set (ETABS numbering, 2 = 0.03;0.75 'all other'). | |
| top_story | No | Default: the top story. | |
| directions | No | Directions and accidental eccentricity sense. | |
| importance | No | ||
| site_class | No | D | |
| user_period | No | ||
| bottom_story | No | Default: Base. | |
| eccentricity | No |
Output Schema
| Name | Required | Description | Default |
|---|---|---|---|
No arguments | |||