.. _lbl-dldb_damage_FEMA_P58_2nd_B_10_31

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B.10.31 - Steel Columns
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The following models are available:


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   <p class="dl_comp_name"><b>B.10.31.001</b> | Bolted shear tab gravity connections</p> 
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| Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.
| Author: Greg Deierlein


Suggested Block Size: 1 EA (round up to integer quantity)



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   :file: B.10.31.001.html

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   <p class="dl_comp_name"><b>B.10.31.011a</b> | Steel Column Base Plates, Column W < 150 plf</p> 
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| Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.
| Author: Greg Deierlein


Suggested Block Size: 1 EA (round up to integer quantity)



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   :file: B.10.31.011a.html

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   <hr>

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   <p class="dl_comp_name"><b>B.10.31.011b</b> | Steel Column Base Plates, Column 150 plf < W < 300 plf</p> 
   <div>

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


Suggested Block Size: 1 EA (round up to integer quantity)



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   :file: B.10.31.011b.html

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   <hr>

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   <p class="dl_comp_name"><b>B.10.31.011c</b> | Steel Column Base Plates, Column W > 300 plf</p> 
   <div>

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


Suggested Block Size: 1 EA (round up to integer quantity)



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   :file: B.10.31.011c.html

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   <hr>

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   <p class="dl_comp_name"><b>B.10.31.021a</b> | Welded column splices, Column W < 150 plf</p> 
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| 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 (round up to integer quantity)



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   :file: B.10.31.021a.html

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   <hr>

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   <p class="dl_comp_name"><b>B.10.31.021b</b> | Welded column splices, Column 150 plf < W < 300 plf</p> 
   <div>

| 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 (round up to integer quantity)



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   :file: B.10.31.021b.html

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   <hr>

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   <p class="dl_comp_name"><b>B.10.31.021c</b> | Welded column splices, Column W > 300 plf</p> 
   <div>

| 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 (round up to integer quantity)



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   :file: B.10.31.021c.html

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   <hr>