C.20.11 - Stair Construction
The following models are available:
C.20.11.001a | Prefabricated steel stair with steel treads and landings with seismic joints that accommodate drift.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.001b | Prefabricated steel stair with steel treads and landings with no seismic joint.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.011a | Non-monolithic precast concrete stair assembly with concrete stringers and treads with seismic joints that accommodate drift.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.011b | Non-monolithic precast concrete stair assembly with concrete stringers and treads with no seismic joint.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.021a | Monolithic cast-in-place and precast concrete stairs with seismic joints that accommodate drift - replace in kind if replacement is required.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.021b | Monolithic cast-in-place and precast concrete stairs with no seismic joints - replace in kind if replacement is required.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.021c | Monolithic cast-in-place and precast concrete stairs with seismic joints that accommodate drift - replace with prefabricated steel stair if replacement is required.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.021d | Monolithic cast-in-place and precast concrete stairs with no seismic joints - replace with prefabricated steel stair if replacement is required.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.031a | Hybrid stair assembly with steel stringers and concrete treads and landings with seismic joints that accommodate drift.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
C.20.11.031b | Hybrid stair assembly with steel stringers and concrete treads and landings with no seismic joints.
Suggested Block Size: 1 EA
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time