etabs_check_is1893_drift
Assess inter-storey drift compliance per IS 1893:2016 Cl. 7.11.1. Computes drift ratios and classifies storeys as PASS/FAIL against the h/250 limit.
Instructions
Run IS 1893:2016 Cl. 7.11.1 inter-storey drift compliance check.
Retrieves drifts for both seismic directions and classifies each storey as PASS/FAIL against the 0.004h limit (= h/250).
IS 1893:2016 Cl. 7.11.1: The storey drift in any storey due to the minimum specified design lateral force, with partial load factor of 1.0, shall not exceed 0.004 times the storey height (h/250).
Args: rsa_case_x: RSA load case name for X seismic (e.g. "EQX"). rsa_case_y: RSA load case name for Y seismic (e.g. "EQY"). story_heights_m: Optional dict of {story_name: height_m} to compute absolute drift in mm. If None, uses drift ratio only.
Returns: Tabulated compliance report with PASS/FAIL per storey per direction.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| rsa_case_x | Yes | ||
| rsa_case_y | Yes | ||
| story_heights_m | No |
Output Schema
| Name | Required | Description | Default |
|---|---|---|---|
| result | Yes |