How to Determine the Best Floor Joist Configuration for a Heavy Load?

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SUMMARY

The discussion centers on determining the optimal floor joist configuration for supporting a heavy load, specifically a pool table weighing 1000 lbs. The original configuration of 2x6 joists at 16" on center (OC) was modified by adding sistered joists, resulting in a 4x6 configuration. The participant considers an alternative of 2x6 joists at 8" OC. Key factors include Southern Pine grade #2, with specified dead and live loads of 10 and 40 respectively, and a deflection limit of L/360. Recommendations suggest upgrading to 2x8 joists at 16" or 12" centers to ensure structural integrity and compliance with local building codes.

PREREQUISITES
  • Understanding of floor joist configurations and load calculations
  • Familiarity with Southern Pine lumber specifications
  • Knowledge of building codes and structural integrity requirements
  • Experience with remodeling and structural reinforcement techniques
NEXT STEPS
  • Research the structural properties of 2x8 Southern Pine lumber
  • Learn about local building codes and regulations for residential remodeling
  • Explore load calculation methods for floor joist systems
  • Investigate the use of deflection limits in structural design
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This discussion is beneficial for homeowners remodeling their properties, contractors involved in structural renovations, and engineers focused on residential load-bearing calculations.

kyra
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Hi everyone,

I am remodeling a recently bought home. One of the upstairs rooms is a game room and I plan on putting a pool table (1000 lbs) in it.

The original floor joists were 2x6 16" OC - I glued and nailed another joist on to existing joist - so now it is 4x6 16" OC. If I would add another joist in between, that would make the joist system 2x6 8" OC. The joist span is 13'.

I wonder which one would be better, that is, 4x6 16" OC vs. 2x6 8" OC.

How can I find out since there are no calculators I can find online that will allow me to get the appropriate spans as a function of sistered 4x6 joists or at a spacing of 8" OC?

The thing is the former owner added a second story, but did not reinforce the 2x6 ceiling (floor for the 2nd floor) joists. He simply laid 2x4's perpendicular to the "ceiling" joists 16" OC and used a single layer of tounge and grooved 3/4" floor boards. Upon inspection there are many places where the crossing 2x4 do not even tough the underlying joists.

The rest of information: Southern Pine grade #2; dead and live load of 10 and 40, respectively; L/360 deflection.

Maybe you could help me with an exact answer or tell me where should I look to calculate myself.

Thanks in advance!
 
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If you are remodeling a purchased home, one thing I would watch out for is that, even though you did not do the work, since you are redoing things, you are responsible to bring it up to current code for your area. If you have any permits, you'll have to clear those and I would imagine that structural is part of that.

Honestly, I would see what code is in your area and do your best to get to that. Especially if it was done incorrectly the first time.

You'd be best off to get to a 2x8 with 16" centers, or even 12". But it sounds like you don't want to tear everything up. The beam's stiffness is more influenced by the height than the width which is why it should be a 2x8 preferably.
 

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