Large Diameter Tapcon® Concrete Screws Technical Information
Ultimate Tension* and Shear Values in Concrete
| |
|
2000 PSI |
3000 PSI |
4000 PSI |
| Diameter (in.) |
Embedment Depth (in.) |
Tension (lbs.) |
Shear (lbs.) |
Tension (lbs.) |
Shear (lbs.) |
Tension (lbs.) |
Shear (lbs.) |
| 3/8 |
1-1/2 |
1336 |
2108 |
1652 |
2764 |
1968 |
3416 |
| |
2 |
1492 |
3036 |
2024 |
3228 |
2552 |
3420 |
| |
2-1/2 |
3732 |
3312 |
3748 |
3364 |
3760 |
3424 |
| |
3 |
5396 |
3312 |
6624 |
368 |
7852 |
3428 |
| 1/2 |
2 |
3580 |
5644 |
3908 |
6512 |
4236 |
7380 |
| |
3-1/2 |
7252 |
6436 |
8044 |
7288 |
8836 |
8140 |
| |
4-1/2 |
10,176 |
7384 |
10,332 |
7968 |
10,488 |
8552 |
| 5/8 |
2-3/4 |
5276 |
8656 |
6560 |
11064 |
7844 |
13476 |
| |
3-1/2 |
7972 |
10224 |
9848 |
12144 |
11724 |
14060 |
| |
4-1/2 |
11568 |
12316 |
13432 |
13580 |
16892 |
14840 |
| 3/4 |
3-1/4 |
6876 |
7140 |
9756 |
10728 |
12636 |
14316 |
| |
4-1/2 |
10304 |
13120 |
14424 |
16868 |
18540 |
20612 |
| |
5-1/2 |
13048 |
17908 |
18156 |
21718 |
23268 |
25652 |
*Allowable values are based upon a 4 to 1 safety factor.
Recommended Edge & Spacing requirements for Tension Loads*
Carbon and Stainless Steel
| Diameter (in.) |
Embedment Depth (in.) |
Edge Distance Measured to Obtain Max. Working Load (in.) |
Load Factor Applied at Min. Edge Distance 1-3/4" Inches |
Spacing Distance Required to Obtain Max. Working Load (in.) |
Load Factor Applied at Min. Spacing Distance 3" Inches |
| 3/8" |
1-1/2 |
2 |
70% |
6 |
44% |
| |
2 |
2 |
70% |
6 |
44% |
| |
2-1/2 |
3 |
70% |
6 |
44% |
| |
3-1/2 |
4 |
70% |
6 |
44% |
| 1/2 |
2 |
2-1/4 |
65% |
8 |
27% |
| |
2-1/2 |
3 |
65% |
8 |
27% |
| |
4-1/2 |
4 |
65% |
8 |
27% |
*Edge and spacing distance shall be divided by .75 when anchors are place in structural lightweight concrete.
Linear interpolation may be used for intermediate spacing and edge distances.
For 5/8" and 3/4" LDT anchors, the critical edge distance for these anchors is 10 times the anchor diameter.
The edge distance of these anchors may be reduced to 1-3/4" provided a 0.65 load factor is used for tension loads, a 0.15 load factor is used for shear loads applied perpendicular to the edge, or a 0.60 load factor is used for shear loads applied parellel to the edge. Linear interpolation may be usd for intermediate edge distances.
Recommended Edge & Spacing requirements for Shear Loads*
Carbon and Stainless Steel
| Diameter (in.) |
Embedment Depth (in.) |
Edge Distance Measured to Obtain Max. Working Load (in.) |
Load Factor Applied at Min. Edge Distance 1-3/4" Inches |
Spacing Distance Required to Obtain Max. Working Load (in.) |
Load Factor Applied at Min. Spacing Distance 3" Inches |
| 3/8" |
1-1/2 |
3 |
25% |
6 |
57% |
| |
2 |
4 |
25% |
6 |
57% |
| |
2-1/2 |
5 |
25% |
6 |
57% |
| |
3-1/2 |
5 |
25% |
6 |
57% |
| 1/2 |
2 |
5 |
25% |
8 |
60% |
| |
2-1/2 |
5 |
25% |
8 |
60% |
| |
4-1/2 |
5-1/2 |
25% |
8 |
60% |
*Edge and spacing distance shall be divided by .75 when anchors are place in structural lightweight concrete.
Linear interpolation may be used for intermediate spacing and edge distances.
Ultimate Tension* Load in Concrete block
(anchors should be installed by hand in hollow block)
| |
|
Hollow Concrete Block |
Grout Filled Concrete Block |
Anchor Diameter (in.) |
Minimum Embedment Depth (in) |
Tension (lbs.) |
Shear (lbs.) |
Tension (lbs.) |
Shear (lbs.) |
| 3/8 |
1-1/2 |
916 |
3176 |
1595 |
3900 |
| 1/2 |
2-1/2 |
n/a |
n/a |
5924 |
6680 |
| Diameter |
Socket Size |
Washer Diameter |
LDT Diameter |
Hole Diameter Through Fixture |
| 3/8" |
9/16" |
13/16" |
3/8" |
1/2" |
| 1/2" |
3/4" |
1" |
1/2" |
5/8" |
| 5/8" |
15/16" |
1-13/16" |
5/8" |
3/4" |
| 3/4" |
15/16" |
1-3/16" |
3/4" |
7/8" |
Length Identification Code
| Code |
Length of Anchor |
| A |
1-1/2" < 2" |
| B |
2" < 2-1/2" |
| C |
2-1/2" < 3" |
| D |
3" < 3-1/2" |
| E |
3-1/4" < 4" |
| F |
4" < 4-1/2" |
| G |
4-1/2" < 5" |
| H |
5 < 5-1/2" |
Product Specifications:
| Diameter |
3/8", 1/2", 5/8" and 3/4" |
| Head Style |
Hex Washer |
| Finish |
Zinc (5/8" and 3/4" available in Envirex coating) |
Installation Steps in Concrete
- Using the proper size carbide bit drill hole at least 1" deeper than minimum embedment.
- Using an electric impact wrench or socket wrench- insert anchor.
Installation Steps in Concrete Block (CMU)
(3/8" and 1/2" diameters)
- Using the proper size carbide bit drill hole at least 1" deeper than minimum embedment of anchor being used.
- Using a socket wrench, insert anchor into hole and hand tighten anchor until fully seated.