Floor load calcs need help

   / Floor load calcs need help #1  

YLee Kioti

Veteran Member
Joined
Mar 3, 2018
Messages
1,005
Location
Shiner area Texas
Tractor
Kioti NX4510HST
Received a Graceland Portable building, a 12 x 20 with 12" center floor joist.
Graceland could not tell me size of floor joist, neither seemed interested in finding out. It appears that sales is the strong point and tech support is a bother(?), my perception only folks. Not a slam on them, it's how I perceived the conversation.

Was informed that floor loading is 60# live load (moving something around)
and 10# dead load (storage) per sq. ft.
So based on the info below what or how would one calculate how much # per sq. ft. is this mower placing on the floor?
Just a quick take I did a 6'x4'/800# and got 33.3.
However, I'm thinking this is too simplistic?
If the mower does overload the floor (floor material is the synthetic not plywood), would adding a layer of plywood help with the load bearing?

My Gravely weighs in at 802#.
Here are specs on the ZTHD 48:
Weight (assembled) 802#
Length 79 in / 200.7 cm
Width (Chute Up) 50.8 in / 129 cm
Wheels Front 13.0 x 6.5 in - 6.0 in (33.0 x 16.5 cm - 33.0 cm)
Wheels Rear22.0 x 11.0 in - 10.0 in (55.9 x 27.9 cm - 25.4 cm)
 
   / Floor load calcs need help #2  
Are you sure about the 60-10 live/dead per sf load weights?
 
   / Floor load calcs need help #3  
The dead load (10) is the weight of the structure (joists and floor surface). The live load (60) is how much load you can put on it per square foot. So you are OK from an overall loading standpoint.

You might want to check your floor sheathing material to make sure it is able to resist the 200lb point loads from the four wheels.

My guess would be it's OK. The Engineers will be along to check me shortly....
 
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   / Floor load calcs need help
  • Thread Starter
#5  
The dead load (10) is the weight of the structure (joists and floor surface). The live load (60) is how much load you can put on it per square foot. So you are OK from an overall loading standpoint.

You might want to check your floor sheathing material to make sure it is able to resist the 200lb point loads from the four wheels.

My guess would be it's OK. The Engineers will be along to check me shortly....
So the sheathing is that synthetic flooring material. Not sure how thick it is. The support guy did not convey interest in answering my questions.
Now am considering laying in some 19/32 plywood. Three sheets, for driving in and storing the ZT.
Then I'll have a trip point mid-floor of shed-sigh...or spend more cash and lay in entire new material over the synthetic floor.
Hm..

 
   / Floor load calcs need help #6  
So, if we figure each rear tire is supporting about 200#/sf, we probably are at the point that If you park the ZTR in the Same place, every time, or leave it parked for months, you will likely get some subfloor sagging. I dont think you should worry about falling through or anything.

You can solve this by screwing down 2x12s in the wheel path. They won't really do much add strength, as much as spread the load over a greater area. If you chamfer the ends, you won't be bothered hopping up onto the 2x12. We won't change the live loaf at all, but we can half the #/sf that you are creating (or maybe 1/4 the live load).
 
   / Floor load calcs need help #7  
You can't think of the ZTR as a 4x6 area; the weight is applied to the floor in 2 smallish areas (rear tires) and 2 small areas (front casters).

Adding plywood won't Hurt, but it will deflect with the floor, something more rigid, like 2x material will spread the load across the floor joists/subfloor, and you will be fine.
 
   / Floor load calcs need help
  • Thread Starter
#8  
I agree: something more rigid, like 2x material will spread the load across the floor joists/subfloor, and you will be fine.

It's my tunnel vision that gets locked up. So yeah this is good.
I happen to have two 2x 12's.
So, soon as I'm done stapling insulation and tinting windows, it'll be move in ready.

Appreciate the: simple is good approach. and the shed 12' width gives me room to park it over the 2X's.....!

Alrighty another quality job well done!

Thanks everyone.
Hey and appreciate y'all not snitching to my wife.
She tells me all the time: you over thinking it again! :)
 
   / Floor load calcs need help #9  
Do you know which directions the floor joists run?
 
   / Floor load calcs need help #10  
Do you know which directions the floor joists run?
In almost all of these buildings, they will be running across the short span, which works perfect, because generally, the door is going to be on the narrow side, and running 2x12s in the wheel path, you can span something 8 floor joists.
 
   / Floor load calcs need help #11  
Just an odd thought - Are the floor panels easily removed? If so, fill the area with gravel and reinstall the floor. No problem with loads and no problem with varmints under the floor.
 
   / Floor load calcs need help
  • Thread Starter
#12  
In almost all of these buildings, they will be running across the short span, which works perfect, because generally, the door is going to be on the narrow side, and running 2x12s in the wheel path, you can span something 8 floor joists.
yup, exactly.
Thanks...I have the door opening on the narrow end. (12 ft. span)
 
   / Floor load calcs need help
  • Thread Starter
#13  
Just an odd thought - Are the floor panels easily removed? If so, fill the area with gravel and reinstall the floor. No problem with loads and no problem with varmints under the floor.
Just got a copy of eng. drawings from local dealer. Specs say to use 2 inch ring shank nails. Ha...so floor panels won't be coming up.
But when my aluminum ramps come in, the 2 x 12s will be used inside to park ZT on top of them. problem solved. Spread the load over a larger area.
 
   / Floor load calcs need help #14  
So the sheathing is that synthetic flooring material. Not sure how thick it is. The support guy did not convey interest in answering my questions.
Now am considering laying in some 19/32 plywood. Three sheets, for driving in and storing the ZT.
Then I'll have a trip point mid-floor of shed-sigh...or spend more cash and lay in entire new material over the synthetic floor.
Hm..

Or, just mark the location of the joists on the floor inside and try to park so the tires are right over (or close to) the joists centers. Wouldn't be too hard to do since you probably will park in the exact same place every time anyway.

You could also go underneath and add a few more floor joist in between the existing joists to cut the floor sheathing span in half, at least in the parking area.
 
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   / Floor load calcs need help #15  
Received a Graceland Portable building, a 12 x 20 with 12" center floor joist.

If your floor joists are 12”OC, and not wider 16”, then you’re worrying about nothing. You’ll only have 11-1/4” between each joist.
Your tires are practically guaranteed to be at least partially over a joist, especially the wide flat rear tire contact patch where most of the weight is.
Just don’t park the hard narrow front wheels in the exact same spot year after year
 
   / Floor load calcs need help
  • Thread Starter
#16  
I was given a copy of the engineering drawing of the building(s). The floor joist are supported by 4 each 4 x 6 beams running long ways. That is the narrow 12 foot width. So reading all the different insights given, the joists being supported by four beams, this should be a non-issue.
This coincides with the dealer's feedback. I went to him for actual feed back from his customers.
Showing me the Graceland website where, a ZT is one of the items in the configurator used for customers to determine size needed.
Also, mentioned he personally knows of quite a few owners storing their ZT with no issues.
Conclusion, wife is right again! I may have been over-thinking it again.
But at least now I have peace of mind.
But again the community here has great minds and appreciate the insights that kept me from the tunnel vision.
Y'all have a great week.
 

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