.. _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:



.. raw:: html

   <p class="dl_comp_name"><b>B.10.31.001</b> | Bolted shear tab gravity connections</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 



The following repair consequences are available for this model:



**Carbon**

.. raw:: html
   :file: B.10.31.001-Carbon.html



**Cost**

.. raw:: html
   :file: B.10.31.001-Cost.html



**Energy**

.. raw:: html
   :file: B.10.31.001-Energy.html



**Time**

.. raw:: html
   :file: B.10.31.001-Time.html



.. raw:: html

   <hr>



.. raw:: html

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



The following repair consequences are available for this model:



**Carbon**

.. raw:: html
   :file: B.10.31.011a-Carbon.html



**Cost**

.. raw:: html
   :file: B.10.31.011a-Cost.html



**Energy**

.. raw:: html
   :file: B.10.31.011a-Energy.html



**Time**

.. raw:: html
   :file: B.10.31.011a-Time.html



.. raw:: html

   <hr>



.. raw:: html

   <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 



The following repair consequences are available for this model:



**Carbon**

.. raw:: html
   :file: B.10.31.011b-Carbon.html



**Cost**

.. raw:: html
   :file: B.10.31.011b-Cost.html



**Energy**

.. raw:: html
   :file: B.10.31.011b-Energy.html



**Time**

.. raw:: html
   :file: B.10.31.011b-Time.html



.. raw:: html

   <hr>



.. raw:: html

   <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 



The following repair consequences are available for this model:



**Carbon**

.. raw:: html
   :file: B.10.31.011c-Carbon.html



**Cost**

.. raw:: html
   :file: B.10.31.011c-Cost.html



**Energy**

.. raw:: html
   :file: B.10.31.011c-Energy.html



**Time**

.. raw:: html
   :file: B.10.31.011c-Time.html



.. raw:: html

   <hr>



.. raw:: html

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



The following repair consequences are available for this model:



**Carbon**

.. raw:: html
   :file: B.10.31.021a-Carbon.html



**Cost**

.. raw:: html
   :file: B.10.31.021a-Cost.html



**Energy**

.. raw:: html
   :file: B.10.31.021a-Energy.html



**Time**

.. raw:: html
   :file: B.10.31.021a-Time.html



.. raw:: html

   <hr>



.. raw:: html

   <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 



The following repair consequences are available for this model:



**Carbon**

.. raw:: html
   :file: B.10.31.021b-Carbon.html



**Cost**

.. raw:: html
   :file: B.10.31.021b-Cost.html



**Energy**

.. raw:: html
   :file: B.10.31.021b-Energy.html



**Time**

.. raw:: html
   :file: B.10.31.021b-Time.html



.. raw:: html

   <hr>



.. raw:: html

   <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 



The following repair consequences are available for this model:



**Carbon**

.. raw:: html
   :file: B.10.31.021c-Carbon.html



**Cost**

.. raw:: html
   :file: B.10.31.021c-Cost.html



**Energy**

.. raw:: html
   :file: B.10.31.021c-Energy.html



**Time**

.. raw:: html
   :file: B.10.31.021c-Time.html



.. raw:: html

   <hr>