B.10.35 - Steel Connections

The following models are available:

B.10.35.001 | Post-Northridge RBS connection with welded web, beam one side of column only, beam depth <= W27

Costing is on a per bay 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.10.35.002 | Post-Northridge RBS connection with welded web, beam one side of column only, beam depth >= W30

Costing is on a per bay 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.10.35.011 | Post-Northridge RBS connection with welded web, beams both sides of column, beam depth <= W27

Costing is on a per bay 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.10.35.012 | Post-Northridge RBS connection with welded web, beams both sides of column, beam depth >= W30

Costing is on a per bay 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.10.35.021 | Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth <= W27

Costing is on a per bay 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.10.35.022 | Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth >= W30

Costing is on a per bay 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.10.35.031 | Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth <= W27

Costing is on a per bay 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.10.35.032 | Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth >= W30

Costing is on a per bay 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.10.35.041 | Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth <= W27

Costing is on a per bay 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.10.35.042 | Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth >= W30

Costing is on a per bay 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.10.35.051 | Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth <= W27

Costing is on a per bay 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.10.35.052 | Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth >= W30

Costing is on a per bay 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.10.35.061a | EBF Shear Link, no floor beams, link w < 100 PLF

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

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.35.061b | EBF Shear Link, no floor beams, link w < 200 PLF

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

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.35.062a | EBF Shear Link, with floor beams, link w < 100 PLF

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

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.35.062b | EBF Shear Link, with floor beams, link w < 200 PLF

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

Suggested Block Size: 1 EA

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time