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Useful tables for floor joist design

 

The tables below can be used to help calculate the size of timbers necessary to give adequate support to timber floors.

Using these tables, you can work out whether your joists are strong enough to support themselves and the load they carry, without the help of any walls underneath.  Building Control may ask for additional engineer's calculations.

 

You can also download this excellent pdf span table guide  (includes C16, C24 and I-joists)

The weight of the timber floor itself consists of the timber joists, the plasterboard ceiling underneath it (except for suspended timber ground floors), the floorboards and the nails or screws used to fix both of the aforementioned coverings.

All of these are known as "the dead load" . The joists  must be able to support this dead load without sagging. This dead load is generally taken by architects and planners to be no more than 0.50 Kilo Newtons per square metre. (kN/sq.m)

The weight we place upon a floor by way of bathroom suites, beds, wardrobes etc, is known as the "imposed load". It is again accepted that, for normal household requirements, the imposed load will not exceed 1.5kN/sq.m.

Unless C24 timber is specified, the more generally used timbers are less expensive C16.

This table is for a dead load of more than 0.25 but not more than 0.50 and allows for an imposed loading of no more than 1.5 kN/sq.m.

You need to measure the complete span of your floor joists, together with the distance between them (the 'centres') and the size of the timbers.

This should be compared to the table. If your old joists do not meet the requirements set by the table, they are either supported somewhere from underneath or they were installed pre regulations (November 1985).

 

 

 Click here for  STRUCTURAL DESIGN CALCULATIONS

 

 

 

RECOMMENDED MAX. SPANS for C16 timber floor joists

Spacing  (distance apart) of joists - centres

Size of    joist

mm

  400mm   450mm   600mm  

SPAN

m

SPAN

m

SPAN

m

 
38 x 97 1.72 1.56 1.21
38 x 122 2.37 2.22 1.76
38 x 140 2.72 2.59 2.17
38 x 147 2.85 2.71 2.33
38 x 170 3.28 3.1 2.69
38 x 184 3.53 3.33 2.9
38 x 195 3.72 3.52 3.06
38 x 220 4.16 3.93 3.42
38 x 235 4.43 4.18 3.64
     
47 x 97   1.92 1.82 1.46
47 x 122 2.55 2.45 2.09
47 x 147 3.06 2.95 2.61
47 x 170 3.53 3.4 2.99
47 x 195 4.04 3.89 3.39
47 x 220 4.55 4.35 3.79
       
50 x 97 1.98 1.87 1.54
50 x 122 2.6 2.5 2.19
50 x 147   3.13   3.01   2.69  
50 x 170 3.61 3.47 3.08
50 x 195 4.13 3.97 3.5
50 x 220 4.64 4.47 3.91
       
63 x 97 2.19 2.08 1.82
63 x 122 2.81 2.7 2.45
63 x 147 3.37 3.24 2.95
63 x 170 3.89 3.74 3.4
63 x 195 4.44 4.28 3.9
63 x 220 4.91 4.77 4.37
       
75 x 122 2.97 2.86 2.6
75 x 147 3.56 3.43 3.13
75 x 170 4.11 3.96 3.61
75 x 195 4.68 4.52 4.13
75 x 220 5.11 4.97 4.64

This is an abridged representation of  Building regulations Table A1

 

 

Click here for  STRUCTURAL DESIGN CALCULATIONS

 

 


 

Spans of timber joists in suspended timber ground floors span tables

 

 

 

 Click here for  STRUCTURAL DESIGN CALCULATIONS

 

 


 

 

Strength class timber C16 (SC3)  and C24 (SC4) span tables

 

 

 

 

 Click here for  STRUCTURAL DESIGN CALCULATIONS

 


Ceiling joists (for non habitable loft floors) C16 strength grade timber

 

 

 

 

 

 

 Click here for STRUCTURAL DESIGN CALCULATIONS

 

 

 

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