Table 7 Torsional irregularity check of 1st model due to ASCE 7-16, EC-8, Japanese, and derived equation
From: New definition for torsional irregularity based on floors rotations of reinforced concrete buildings
Story | Load case | ASCE 7-16 | Derived equation | EC-8 | Japanese |
|---|---|---|---|---|---|
11th to12th Floor | E.Q.Y+(0.05) eccentricity | No torsional irregularity | No torsional irregularity | Torsional irregularity | No torsional irregularity |
1st to 10th Floor | E.Q.Y+(0.05) eccentricity | Torsional irregularity | No torsional irregularity | Torsional irregularity | No torsional irregularity |