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Technical Data
Technical Data
Technical Data for GRK's:
RSS™ Structural Screw Test Data
GRK Fasteners utilizes strict quality control procedures. Every batch of screws produced is independently random sampled and quality controlled to the highest standards.
Accreditations for independent test laboratories include:
ICC, CNLA, TÜV, Ü, ISO, DAR.
Tests conducted in Douglas Fir specific gravity 0.5.
R4™ Multi Purpose Screw Test Data
| R4™ Shear Test Results |
| Diameter |
Avg. Ultimate Load (lbs) |
Wood Failure Rate |
| #4 |
139 |
50% |
| #6 |
301 |
70% |
| #8 |
361 |
30% |
| #9 |
452 |
65% |
| #10 |
687 |
75% |
| #12 |
720 |
75% |
- Test ASTM D 1761 Lateral Resistance/Slip, Wood to Wood connection.
- Testing stopped when screw displaced 1/8" or upon wood failure. Wood failed in majority
of tests prior to screw failure. Test conducted in wood with specific gravity 0.42.
- Please note, the above stated values are ultimate loads. For construction design
purposes an applicable safety margin should be applied. An architect or engineer should
be consulted for this.
Caliburn™ Concrete Screw Test Data
| TECHNICAL DATA - Caliburn™ |
| Screw Size |
Embed. Depth |
2000 psi Concrete |
Bit Size |
Drill Size |
Tension Pullout lbs/in |
Shear lbs/in |
| 1/4 x 1"3/4 |
1"1/2 |
1655 |
1505 |
T25 |
3/16" |
| 1/4 x 2"1/4 |
2" |
2120 |
2055 |
T25 |
3/16" |
| 19/64 x 2"3/4 |
2"1/2 |
2209 |
3135 |
T40 |
1/4" |
| 19/64 x 3"1/2 |
3"1/4 |
2523 |
3200 |
T40 |
1/4" |
| 19/64 x 5" |
4"3/4 |
5724 |
3300 |
T40 |
1/4" |
NOTE:
-
All values are based on close tolerance holes drilled a minimum of 1/4" deeper
than embedment depth, using GRK drill bits.
-
All listed values shown at left are average pullout and shear values for GRK's
Caliburn™, Caliburn™ PH and Caliburn™ XL screws. Values will vary
depending on a number of factors, including the quality of the concrete and
size of the drill hole.
-
These figures are only offered as a guide, are not guaranteed by GRK and not
reduced by any safety factor.
-
For safety factor requirements in your area, contact your local building
official architect or engineer. Testing was performed according to ASTM
standard E-488-96. For specific calculations refer to
ACI #318 Appendix D
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