Table 3 Structural Response Factor Rf
Description | Rf | Kd | |
Bearing Wall System |
Light
framed walls with shear panels Reinforced concrete shear walls Reinforced masonry shear walls Concentrically - braced frames Unreinforced masonry shear walls |
6.0 4.5 4.0 4.0 1.5 |
4.0 4.0 3.0 3.5 1.25 |
Building Frame System | Eccentrically
- braced steel frames Light - framed walls with shear panels Concentrically - braced frames Reinforced concrete shear walls Reinforced masonry shear walls Unreinforced masonry shear walls |
7.0 7.0 5.0 6.0 5.0 1.5 |
4.0 4.5 4.5 5.0 4.0 1.5 |
Moment Resisting Frame System |
Special
moment resisting frames of steel Special moment resisting frames of reinforced concrete Intermediate moment resisting frames of steel Intermediate moment resisting frames of steel Ordinary moment resisting frames of steel Ordinary moment resisting frames of reinforced concrete |
8.0 8.0 6.5 6.0 4.5 4.0 |
5.5 5.5 4.5 3.5 4.0 2.0 |
Dual System (a) with a special moment resisting frame (b) with an intermediate |
Eccentrically - braced steel frames Concentrically - braced frames Reinforced concrete shear walls Reinforced masonry shear walls Concentrically - braced frames Reinforced concrete shear walls Reinforced masonry shear walls |
8.0 6.5 8.0 6.5 5.5 6.0 5.5 |
4.0 5.0 6.5 5.5 4.5 5.0 4.5 |