TECHNICAL GUIDE – SCREW FASTENERS ©2023 DEWALT – REV. A
PERFORMANCE DATA
Screw FaStenerS
5
PERFORMANCE DATA
Ultimate Load Capacities of PanelMate in Concrete1,2
Anchor Style MIn. Embed
(in.)
Min. Edge
Distance
(in.)
Concrete Compressive Stength
2500 psi 3000 psi 3500 psi 4000 psi
Tension
(lbs.)
Shear
(lbs.)
Tension
(lbs.)
Shear
(lbs.)
Tension
(lbs.)
Shear
(lbs.)
Tension
(lbs.)
Shear
(lbs.)
PanelMate Pro, TVAS
Pro, TVAS Hex
1-3/4 2-1/2 1,935 1,425 2,080 1,535 2,215 1,600 2,215 1,600
2 1 2,120 670 2,280 720 2,425 755 2,425 755
21-3/4 2,120 1,565 2,280 1,680 2,425 1,760 2,425 1,760
22-1/2 2,185 2,020 2,350 2,170 2,500 2,270 2,500 2,270
PanelMate Female ID,
TVAS Female ID
1-3/4 1-3/4 -1,425 -1,535 -1,600 -1,600
1-3/4 2-1/2 1,935 1,425 2,080 1,535 2,215 1,600 2,215 1,600
PanelMate Inserts 1-7/16 41,320 1,525 1,420 1,525 1,510 1,525 1,595 1,525
1-5/8 42,400 1,635 2,625 1,790 2,840 1,935 3,035 1,980
1. Tabulated ultimate load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation.
2. Ultimate load capacities listed must be reduced by a minimum safety factor of 4.0.
Allowable Load Capacities of PanelMate in Concrete1,2
Anchor Style MIn. Embed
(in.)
Min. Edge
Distance
(in.)
Concrete Compressive Stength
2500 psi 3000 psi 3500 psi 4000 psi
Tension
(lbs.)
Shear
(lbs.)
Tension
(lbs.)
Shear
(lbs.)
Tension
(lbs.)
Shear
(lbs.)
Tension
(lbs.)
Shear
(lbs.)
PanelMate Pro, TVAS
Pro, TVAS Hex
1-3/4 2-1/2 485 355 520 385 555 400 555 400
2 1 530 170 570 180 605 190 605 190
21-3/4 530 390 570 420 605 440 605 440
22-1/2 545 505 590 545 625 570 625 570
PanelMate Female ID,
TVAS Female ID
1-3/4 1-3/4 -355 -385 -400 -400
1-3/4 2-1/2 485 355 520 385 555 400 555 400
PanelMate Inserts 1-7/16 4330 380 355 380 380 380 400 380
1-5/8 4600 410 655 450 710 485 760 495
1. Allowable load capacities listed are calculated using an applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life
safety or overhead.
2. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths.
Ultimate and Allowable Load Capacities for PanelMate Anchors Installed in the Face of Hollow Concrete Masonry1,2,3
Anchor Style MIn. Embed
(in.)
Min. Edge
Distance
(in.)
Ultimate Load Allowable Load
Tension
(lbs.)
Shear
(lbs.)
Tension
(lbs.)
Shear
(lbs.)
PanelMate Pro, TVAS
Pro, TVAS Hex
1-1/4 1-1/4 685 530 135 105
1-1/4 21,050 1,060 210 210
1-1/4 31,050 1,300 210 260
PanelMate Female ID,
TVAS Female ID
1-1/4 1-1/4 685 -135 -
1-1/4 21,050 -210 -
1-1/4 31,050 995 210 200
PanelMate Inserts
1-1/4 1-3/4 1,135 1,100 225 220
1-1/4 3-1/2 1,135 1,285 225 255
1-1/2 3-1/2 1,705 1,860 340 370
1. Tabulated load values are for anchors installed in hollow concrete block conforming to ASTM C90.
2. Allowable load capacities listed are calculated using an applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life
safety or overhead.
3. The tabulated values are applicable for anchors installed into wall openings where minimum edge distances are maintained.