B.10.31 - Steel ColumnsΒΆ

The following models are available:

B.10.31.001 | Bolted shear tab gravity connections

Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.
Author: Greg Deierlein

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.31.011a | Steel Column Base Plates, Column W < 150 plf

Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.
Author: Greg Deierlein

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.31.011b | Steel Column Base Plates, Column 150 plf < W < 300 plf

Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.
Author: Greg Deierlein

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.31.011c | Steel Column Base Plates, Column W > 300 plf

Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.
Author: Greg Deierlein

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.31.021a | Welded column splices, Column W < 150 plf

Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.
Notes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.
Author: Greg Deierlein

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.31.021b | Welded column splices, Column 150 plf < W < 300 plf

Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.
Notes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.
Author: Greg Deierlein

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.31.021c | Welded column splices, Column W > 300 plf

Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.
Notes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.
Author: Greg Deierlein

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time