PRAM ASSOC._HOLLOW CORE

One Response to PRAM ASSOC._HOLLOW CORE

1. Mark Smith/Hisham Sageer says:

   October 10, 2013 at 5:09 pm

   PRAM Team –

   Hisham and I have evaluated the beam you tagged and found that the beam section (12W x 24H) is insufficient to carry the load of the floor over a 24 foot span. We’ll design another beam section which is able to carry the floor load. Do you have any dimension restrictions? We can increase either the height or width (or both, if needed) but increasing height will be more efficient than width.

   Please let us know.

   Thanks,
   Mark Smith/Hisham Sageer

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