// CODE SNIPPET
2308.7.12 Roof Planking
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Planking shall be designed in accordance with the general provisions of this code.
In lieu of such design, 2-inch (51 mm) tongue-and groove planking is permitted in accordance with Table 2308.7.12. Joints in such planking are permitted to be randomly spaced, provided that the system is applied to not less than three continuous spans, planks are center matched and end matched or splined, each plank bears on one support or more, and joints are separated by not less than 24 inches (610 mm) in adjacent pieces.
ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
SPANa (feet) | LIVE LOAD (pounds per square foot) | DEFLECTION LIMIT | BENDING STRESS (f) (pounds per square inch) | MODULUS OF ELASTICITY (E) (pounds per square inch) |
Roofs | ||||
4 |
20
|
1/240
|
160
|
170,000
|
1/360
|
256,000
|
|||
30
|
1/240
|
210
|
256,000
|
|
1/360
|
384,000
|
|||
40
|
1/240
|
270
|
340,000
|
|
1/360
|
512,000
|
|||
4.5 |
20
|
1/240
|
200
|
242,000
|
1/360
|
305,000
|
|||
30
|
1/240
|
270
|
363,000
|
|
1/360
|
405,000
|
|||
40
|
1/240
|
350
|
484,000
|
|
1/360
|
725,000
|
|||
5.0 |
20
|
1/240
|
250
|
332,000
|
1/360
|
500,000
|
|||
30
|
1/240
|
330
|
495,000
|
|
1/360
|
742,000
|
|||
40
|
1/240
|
420
|
660,000
|
|
1/360
|
1,000,000
|
|||
5.5 |
20
|
1/240
|
300
|
442,000
|
1/360
|
660,000
|
|||
30
|
1/240
|
400
|
662,000
|
|
1/360
|
998,000
|
|||
40
|
1/240
|
500
|
884,000
|
|
1/360
|
1,330,000
|
|||
6.0 |
20
|
1/240
|
360
|
575,000
|
1/360
|
862,000
|
|||
30
|
1/240
|
480
|
862,000
|
|
1/360
|
1,295,000
|
|||
40
|
1/240
|
600
|
1,150,000
|
|
1/360
|
1,730,000
|
|||
6.5 |
20
|
1/240
|
420
|
595,000
|
1/360
|
892,000
|
|||
30
|
1/240
|
560
|
892,000
|
|
1/360
|
1,340,000
|
|||
40
|
1/240
|
700
|
1,190,000
|
|
1/360
|
1,730,000
|
|||
7.0 |
20
|
1/240
|
490
|
910,000
|
1/360
|
1,360,000
|
|||
30
|
1/240
|
650
|
1,370,000
|
|
1/360
|
2,000,000
|
|||
40
|
1/240
|
810
|
1,820,000
|
|
1/360
|
2,725,000
|
|||
7.5 |
20
|
1/240
|
560
|
1,125,000
|
1/360
|
1,685,000
|
|||
30
|
1/240
|
750
|
1,685,000
|
|
1/360
|
2,530,000
|
|||
40
|
1/240
|
930
|
2,250,000
|
|
1/360
|
3,380,000
|
|||
8.0 |
20
|
1/240
|
640
|
1,360,000
|
1/360
|
2,040,000
|
|||
30
|
1/240
|
850
|
2,040,000
|
|
1/360
|
3,060,000
|
|||
Floors | ||||
4 |
40
|
1/360
|
840
|
1,000,000
|
4.5 |
950
|
1,300,000
|
||
5.0 |
1,060
|
1,600,000
|
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kN/m2, 1 pound per square inch = 0.00689 N/mm2.
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