Tapcon
SCOTS Anchor |
Ultimate Tension and Shear Values (Lbs/kN) in Concrete |
ANCHOR
DIA.
In. (mm) |
MIN. DEPTH OF
EMBEDMENT
In. (mm) |
f'c = 2000 PSI (13.8 MPa)
| f'c = 3000 PSI (20.7 MPa) |
f'c = 4000 PSI (27.6 MPa) |
f'c = 5000 PSI (34.5 MPa) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
| 1/4 (6.4) |
1 (25.4) |
750 (3.3) |
900 (4.0) |
775 (3.4) |
900 (4.0) |
800 (3.6) |
1,360 (6.1) |
950 (4.2) |
1,440 (6.4) |
| 1-1/4 (31.8) |
1,050 (4.7) |
900 (4.0) |
1,160 (5.2) |
900 (4.0) |
1,270 (5.6) |
1,360 (6.1) |
1,515 (6.7) |
1,440 (6.4) |
| 1-1/2 (38.1) |
1,380 (6.1) |
1,200 (5.3) |
1,600 (7.2) |
1,200 (5.3) |
1,820 (8.1) |
1,360 (6.1) |
2,170 (9.7) |
1,670 (7.4) |
| 1-3/4 (44.5) |
2,020 (9.0) |
1,670 (7.4) |
2,200 (9.8) |
1,670 (7.4) |
2,380 (10.6) |
1,670 (7.4) |
2,770 (12.3) |
1,670 (7.4) |
Safe working loads for single installation under static loading should not exceed 25% of the ultimate load capacity.
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Tapcon
SCOTS Anchor |
Ultimate Tension and Shear Values (Lbs/kN) in Hollow Block |
ANCHOR
DIA.
In. (mm) |
ANCHOR
EMBEDMENT
In. (mm) |
LIGHTWEIGHT BLOCK |
MEDIUM WEIGHT BLOCK |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
| 1/4 (6.4) |
1 (25.4) |
250 (1.1) |
620 (2.8) |
500 (2.2) |
1,000 (4.4) |
Safe working loads for single installation under static
loading should not exceed 25% of the ultimate load capacity.
NOTE: 3/16" Tapcon requires 5/32" bit, 1/4" Tapcon requires 3/16" bit. |
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Tapcon
SCOTS Anchor |
Allowable Edge and Spacing Distances |
| PARAMETER |
ANCHOR
DIA.
In. (mm) |
NORMAL WEIGHT CONCRETE |
CONCRETE MASONRY UNIES (CMU) |
FULL CAPACITY
(Critical Distance Inches |
REDUCED CAPACITY
(Minimal DIstance Inches) |
LOAD REDUCTION FACTOR |
FULL CAPACITY
(Critical Distance Inches) |
REDUCED CAPACITY
(Minimal DIstance Inches) |
LOAD REDUCTION FACTOR |
| Spacing Between Anchors - Tenison |
1/4 |
4 |
2 |
0.66
|
4 |
2
|
0.84 |
| Spacing Between Anchors - Shear |
1/4 |
4 |
2 |
0.82
|
4 |
2
|
0.81 |
| Edge Distance - Tension |
1/4 |
2-1/2 |
1-1/4 |
0.82
|
4 |
2
|
0.88 |
| Edge Distance -Shear |
1/4 |
3 |
1-1/2 |
0.59
|
4 |
2
|
0.80 |
| For SI: 1 inch = 25.4 mm |
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