Category
|
Description
of Lat. Force Res. Systems
|
Value
of R
|
A
1a
1b
2
3
4a
4b
5
6
|
Reinforced
Concrete
Moment
resistant frames without stiff masonry infill
Moment resistant frames with stiff masonry infill
Bearing shear walls
Central core
Mixed moment resistant frames/ shear walls with interaction
Frames braced by shear walls
Vertical cantilever with distributed masses
Inverted pendulum
|
5
3.5
3.5
3.5
5
4
2
2
|
B
7
8
9a
9b
10a
10b
11
|
Steel
Ductile moment resistant flames
Ordinary moment resistant flames
Structure braced by X triangulated elements
Structure braced by V triangulated elements
Mixed moment resisting frames/ X triangulated frames
Mixed moment resisting frames/ V triangulated frames
Vertical cantilever frames
|
6
4
4
3
5
4
2
|
C
12
|
Masonry
Bearing tied Masonry
|
2.5
|
D
13
14
15
16
17
|
Other
Systems
Steel structure braced by diaphragm
Steel structure braced by reinforced concrete core
Steel structure braced by reinforced concrete shear walls
Steel structure with mixed bracing including a reinforced concrete
core and steel braces or frames in façade
Systems including transparencies (soft stories)
|
2
3
3.5
4
2
|