Table 12 Torsional irregularity check of 3rd 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 |
|---|---|---|---|---|---|
12th to15th Floor | E.Q.Y+ (0.05) eccentricity. | No torsional irregularity | Torsional irregularity | Torsional irregularity | Torsional irregularity |
1st to11th floor | E.Q.Y+(0.05) eccentricity | Torsional irregularity | Torsional irregularity | Torsional irregularity | Torsional irregularity |