DEWALT Power-Bolt® Heavy-Duty Sleeve Anchor Technical Guide

General Information

Product Description

The Power-Bolt anchor is a heavy-duty, sleeve-style, self-locking anchor that is vibration-resistant and removable. It is available with a finished hex head or a flat head with a hex key insert and is suitable for use in concrete, block, brick, or stone.

Expansion occurs at two locations within the drilled hole. First, the cone is pulled into the large triple-tined expansion sleeve, creating a mid-level compression force. Further turning draws the threaded bolt into the expander cone, forcing its four sections outward to engage the base material deeply. The bolt and cone remain locked, resisting loosening under vibration.

The anchor is designed to draw the fixture into full bearing against the base material via its flexible compression ring, which may crush if necessary during tightening to secure the fixture against the base material's face.

The internal bolt is removable and reusable within the same anchor sleeve, making it ideal for applications requiring machinery removal for service or for temporary heavy-duty formwork.

General Applications and Uses

Base Plates and Racking
Guards and Bumpers
Mounting Machinery
Mezzanines and Support Ledgers
Conveyors and Material Handling
Barriers and Railing Attachments

Features and Benefits

High load capacity
Two-level expansion mechanism
Internal high-strength bolt is removable and reusable in solid base materials
Compression zone in sleeve clamps fixture to the base material
Low profile finished head design
Countersunk flat head option

Approvals and Listings

Tested in accordance with ASTM E488

Guide Specifications

CSI Divisions: 03 16 00 - Concrete Anchors, 04 05 19.16 - Masonry Anchors, and 05 05 19 - Post-Installed Concrete Anchors. Expansion anchors shall be Power-Bolt as supplied by DEWALT, Towson, MD. Installation must follow published instructions and the Authority Having Jurisdiction.

Diagram Description: Visuals showing the Stainless Steel Hex Head Power-Bolt Assembly and the Carbon Steel Flat Head Power-Bolt Assembly, illustrating their construction. Also shown are head styles (Hex, Flat), anchor materials (Stainless Steel, Carbon Steel), typical anchor size ranges, and suitable base materials including normal-weight concrete, lightweight concrete, grouted CMU, hollow CMU, brick masonry, and stone.

Material Specifications

Anchor Component	Stainless Steel Hex Head	Carbon Steel Flat Head
Internal Bolt	Type 304 SS (fy ≥ 65,000 psi)	SAE Grade 5 (fy ≥ 92,000 psi)
Washer	Type 18-8 SS	Carbon Steel
Expander Sleeve	Type 304 SS	AISI 1010
Extension Sleeve	Type 304 SS	AISI 1010
Expander Cone	Type 303 SS	AISI 12L14
Compression Ring	Nylon	Nylon
Dust Cap	Nylon	Nylon
Zinc Plating	N/A	ASTM B 633, SC1, Type III (Fe/Zn 5) - Mild Service Condition

Note: Stainless steel anchor components are passivated. The stainless steel expander cone is zinc plated.

Installation Specifications

Stainless Steel Hex Head Power-Bolt Installation

Dimension	Anchor Diameter, d
	1/4"	3/8"	1/2"
ANSI Drill Bit Size, dbit (in.)	1/4	3/8	1/2
Fixture Clearance Hole, dh (in.)	5/16	7/16	9/16
Internal Bolt Size (UNC)	10-24	5/16-18	3/8-16
Head Height (in.)	7/64	13/64	15/64
Washer O.D., dw (in.)	1/2	13/16	1
Wrench Size (in.)	5/16	1/2	9/16
Max Bolt Torque, Tmax (ft-lbs)	3	18	30

Carbon Steel Flat Head Power-Bolt Installation (80°–82° head)

Dimension	Anchor Diameter, d
	3/8"	1/2"	5/8"
ANSI Drill Bit Size, dbit (in.)	3/8	1/2	5/8
Fixture Clearance Hole, dh (in.)	7/16	9/16	11/16
Internal Bolt Size (UNC)	5/16-18	3/8-16	1/2-13
Head Height (in.)	15/64	1/4	21/64
Head Diameter, dhd (in.)	3/4	7/8	1-1/8
Allen Wrench Hex Size (in.)	7/32	5/16	3/8
Max Bolt Torque, Tmax (ft-lbs)	25	45	100

Nomenclature

Diagram Description: Illustration showing anchor nomenclature with labels for diameter (d), drill bit diameter (dbit), fixture clearance hole diameter (dh), flat head diameter (dhd), washer outer diameter (dw), base material thickness (h), nominal embedment depth (hv), overall length (l), and fixture thickness (t).

Installation Procedure

Step 1: Drilling Use the appropriate diameter drill bit to drill a hole into the base material to a depth at least 1/2 inch or one anchor diameter deeper than the required embedment. Ensure drill bit tolerances meet ANSI Standard B212.15.
Step 2: Cleaning Remove dust and debris from the hole using a dust extractor, hollow bit, or forced air. Do not modify the anchor or advance the bolt before installation.
Step 3: Insertion Drive the anchor through the fixture into the anchor hole until the bolt head is firmly seated against the fixture, ensuring the anchor reaches the required embedment depth.
Step 4: Tightening Tighten the anchor by turning the head 3 to 4 full turns past finger tight, or to the maximum specified bolt torque.

Length Identification

Mark	From	Up to but not including
A	1-1/2"	2"
B	2"	2-1/2"
C	2-1/2"	3"
D	3"	3-1/2"
E	3-1/2"	4"
F	4"	4-1/2"
G	4-1/2"	5"
H	5"	5-1/2"
I	5-1/2"	6"

Performance Data

Ultimate and Allowable Load Capacities in Normal-Weight Concrete

Tables provide ultimate and allowable load capacities (tension and shear) for various anchor diameters (1/4", 3/8", 1/2", 5/8") and embedment depths, tested in concrete with compressive strengths of 2,000 psi, 3,000 psi, 4,000 psi, and 6,000 psi. Note: Ultimate load capacities require a minimum safety factor of 4.0 for allowable working loads.

Ultimate and Allowable Load Capacities in Lightweight Concrete

Tables provide ultimate and allowable load capacities (tension and shear) for various anchor diameters (1/4", 3/8", 1/2", 5/8") and embedment depths, tested in lightweight concrete with compressive strengths of 3,000 psi and 5,000 psi. Note: Allowable load capacities use a safety factor of 4.0.

Ultimate and Allowable Load Capacities for Power-Bolt Installed Through Steel Deck into Lightweight Concrete

Tables detail ultimate and allowable load capacities (tension and shear) for anchors installed through minimum 20 gauge metal deck into lightweight concrete (f'c ≥ 3,000 psi). Capacities are provided for 1-1/2" wide decks and 4-1/2" wide decks, considering various anchor sizes and embedment depths. Note: Allowable load capacities use a safety factor of 4.0.

Ultimate and Allowable Load Capacities in Grout-Filled Concrete Masonry

Tables present ultimate and allowable load capacities (tension and shear) for anchors installed in grout-filled concrete masonry (f'm ≥ 1,500 psi). These tables specify minimum edge and end distances and anchor spacing requirements. Note: Allowable load capacities use a safety factor of 5.0.

Diagram Description: Illustration showing permissible anchor locations in grout-filled CMU, indicating wall face, grout-filled CMU, mortar joint, minimum edge distance, and minimum end distance.

Ultimate and Allowable Load Capacities in Hollow Concrete Masonry

Tables show ultimate and allowable load capacities (tension and shear) for anchors installed in hollow concrete masonry (f'm ≥ 1,500 psi), including minimum edge and end distances and spacing requirements. Note: Allowable load capacities use a safety factor of 5.0.

Design Criteria (Allowable Stress Design)

Combined Loading

For anchors subjected to both shear and tension loads, the combination of loads should be proportioned using the following formula: (Nu / Nn) + (Vu / Vn) ≤ 1, where Nu is the applied service tension load, Nn is the allowable tension load, Vu is the applied service shear load, and Vn is the allowable shear load.

Load Adjustment Factors for Spacing and Edge Distances

Tables provide load adjustment factors for anchors installed in Normal-Weight Concrete and Structural Lightweight Concrete. These factors (FNS, FVS, FNC, FVC) account for reductions in capacity based on anchor spacing (s) and edge distance (c) relative to critical (cr) and minimum (min) distances.

Load Adjustment Factors for Normal-Weight Concrete

Dia. (in.)	Spacing, Tension (FNS) & Shear (FVS)						Scr (in.)	smin (in.)
Dia. (in.)	1/4	3/8	1/2	5/8	hv (in.)	1-1/4	Scr (in.)	1-3/4	2-1/2	2	2-1/2	3-1/2	2-1/2	3-1/2	5	2-3/4	4	6
1-1/4	0.50	-	-	-	-	-	2-1/2	1-1/4	-	-	-	-	-	-	-	-	-
1-3/4	0.70	0.50	-	-	-	-	3-1/2	1-3/4	-	-	-	-	-	-	-	-	-
2	0.80	0.57	-	0.50	-	-	5	2	-	-	-	-	-	-	-	-	-
2-1/2	1.00	0.71	0.50	0.63	0.50	-	7	2-1/2	-	0.50	-	-	-	-	-	-	-
2-3/4	1.00	0.79	0.55	0.69	0.55	-	5	2-3/4	-	0.55	-	-	-	-	0.50	-	-
3	1.00	0.86	0.60	0.75	0.60	-	7	3	-	0.60	-	-	-	-	0.55	-	-
3-1/2	1.00	1.00	0.70	0.88	0.70	0.50	5	3-1/2	-	0.70	0.50	-	-	-	0.64	-	-
4	1.00	1.00	0.80	1.00	0.80	0.57	7	4	-	0.80	0.57	-	-	-	0.73	0.50	-
4-1/2	1.00	1.00	0.90	1.00	0.90	0.64	5	4-1/2	-	0.90	0.64	-	-	-	0.82	0.56	-
5	1.00	1.00	1.00	1.00	1.00	0.71	7	5	0.50	1.00	0.71	-	-	-	0.91	0.63	-
5-1/2	1.00	1.00	1.00	1.00	1.00	0.79	5	5-1/2	-	1.00	0.79	0.55	-	-	1.00	0.69	-
6	1.00	1.00	1.00	1.00	1.00	0.86	7	6	0.50	1.00	0.86	0.60	1.00	0.75	0.50	-	-
7	1.00	1.00	1.00	1.00	1.00	1.00	5	7	-	1.00	1.00	0.70	1.00	0.88	0.58	-	-
8	1.00	1.00	1.00	1.00	1.00	1.00	7	8	-	1.00	1.00	0.80	1.00	1.00	0.67	-	-
9	1.00	1.00	1.00	1.00	1.00	1.00	5	9	-	1.00	1.00	0.90	1.00	1.00	0.75	-	-
10	1.00	1.00	1.00	1.00	1.00	1.00	7	10	-	1.00	1.00	1.00	1.00	1.00	0.83	-	-
12	1.00	1.00	1.00	1.00	1.00	1.00	5	12	-	1.00	1.00	1.00	1.00	1.00	1.00	-	-
14	1.00	1.00	1.00	1.00	1.00	1.00	7	14	-	1.00	1.00	1.00	1.00	1.00	1.00	-	-

Diagram Description: Visuals illustrating anchor spacing (s) and edge distance (c) for normal-weight concrete. Shows critical spacing (Scr) and minimum spacing (smin) related to embedment depth (hv), and critical edge distance (Ccr) and minimum edge distance (Cmin) related to anchor diameter (d).

Edge Distance, Tension (FNC)

Dia. (in.)	Edge Distance, c (inches)
Dia. (in.)	Ccr (in.)	Cmin (in.)	1-1/4	1-5/8	1-7/8	2	2-1/2	3	3-1/8	3-3/4	4	4-1/2	5	6	6-1/4	7	7-1/2	8	9
1/4	3	1-1/4	0.70	0.76	0.81	0.83	0.91	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
3/8	4-1/2	1-7/8	0.70	0.71	0.77	0.83	0.84	0.91	0.94	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
1/2	6	2-1/2	0.70	0.74	0.75	0.81	0.83	0.87	0.91	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00

Edge Distance, Shear (FVC)

Dia. (in.)	Edge Distance, c (inches)
Dia. (in.)	Ccr (in.)	Cmin (in.)	1-1/4	1-5/8	1-7/8	2	2-1/2	3	3-1/8	3-3/4	4	4-1/2	5	6	6-1/4	7	7-1/2	8	9
1/4	3	1-1/4	0.35	0.49	0.58	0.63	0.81	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
3/8	4-1/2	1-7/8	0.35	0.38	0.50	0.63	0.66	0.81	0.88	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
1/2	6	2-1/2	0.35	0.44	0.47	0.58	0.63	0.72	0.81	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00

Load Adjustment Factors for Lightweight Concrete

Dia. (in.)	Spacing, Tension (FNS) & Shear (FVS)						Scr (in.)	smin (in.)
Dia. (in.)	1/4	3/8	1/2	5/8	hv (in.)	1-1/4	Scr (in.)	1-3/4	2-1/2	2	2-1/2	3-1/2	2-1/2	3-1/2	5	2-3/4	4	6
1-1/4	0.50	-	-	-	-	-	2-1/2	1-1/4	-	-	-	-	-	-	-	-	-
1-3/4	0.70	0.50	-	-	-	-	3-1/2	1-3/4	-	-	-	-	-	-	-	-	-
2	0.80	0.57	-	0.50	-	-	5	2	-	-	-	-	-	-	-	-	-
2-1/2	1.00	0.71	0.50	0.63	0.50	-	7	2-1/2	-	0.50	-	-	-	-	-	-	-
2-3/4	1.00	0.79	0.55	0.69	0.55	-	5	2-3/4	-	0.55	-	-	-	-	0.50	-	-
3	1.00	0.86	0.60	0.75	0.60	-	7	3	-	0.60	-	-	-	-	0.55	-	-
3-1/2	1.00	1.00	0.70	0.88	0.70	0.50	5	3-1/2	-	0.70	0.50	-	-	-	0.64	-	-
4	1.00	1.00	0.80	1.00	0.80	0.57	7	4	-	0.80	0.57	-	-	-	0.73	0.50	-
4-1/2	1.00	1.00	0.90	1.00	0.90	0.64	5	4-1/2	-	0.90	0.64	-	-	-	0.82	0.56	-
5	1.00	1.00	1.00	1.00	1.00	0.71	7	5	0.50	1.00	0.71	-	-	-	0.91	0.63	-
5-1/2	1.00	1.00	1.00	1.00	1.00	0.79	5	5-1/2	-	1.00	0.79	0.55	-	-	1.00	0.69	-
6	1.00	1.00	1.00	1.00	1.00	0.86	7	6	0.50	1.00	0.86	0.60	1.00	0.75	0.50	-	-
7	1.00	1.00	1.00	1.00	1.00	1.00	5	7	-	1.00	1.00	0.70	1.00	0.88	0.58	-	-
8	1.00	1.00	1.00	1.00	1.00	1.00	7	8	-	1.00	1.00	0.80	1.00	1.00	0.67	-	-
9	1.00	1.00	1.00	1.00	1.00	1.00	5	9	-	1.00	1.00	0.90	1.00	1.00	0.75	-	-
10	1.00	1.00	1.00	1.00	1.00	1.00	7	10	-	1.00	1.00	1.00	1.00	1.00	0.83	-	-
12	1.00	1.00	1.00	1.00	1.00	1.00	5	12	-	1.00	1.00	1.00	1.00	1.00	1.00	-	-
14	1.00	1.00	1.00	1.00	1.00	1.00	7	14	-	1.00	1.00	1.00	1.00	1.00	1.00	-	-

Edge Distance, Tension (FNC)

Dia. (in.)	Edge Distance, c (inches)
Dia. (in.)	Ccr (in.)	Cmin (in.)	1-1/4	1-5/8	1-7/8	2	2-1/2	3	3-1/8	3-3/4	4	4-1/2	5	6	6-1/4	7	7-1/2	8	9
1/4	3	1-1/4	0.70	0.76	0.81	0.83	0.91	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
3/8	4-1/2	1-7/8	0.70	0.71	0.77	0.83	0.84	0.91	0.94	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
1/2	6	2-1/2	0.70	0.74	0.75	0.81	0.83	0.87	0.91	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00

Edge Distance, Shear (FVC)

Dia. (in.)	Edge Distance, c (inches)
Dia. (in.)	Ccr (in.)	Cmin (in.)	1-1/4	1-5/8	1-7/8	2	2-1/2	3	3-1/8	3-3/4	4	4-1/2	5	6	6-1/4	7	7-1/2	8	9
1/4	3	1-1/4	0.35	0.49	0.58	0.63	0.81	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
3/8	4-1/2	1-7/8	0.35	0.38	0.50	0.63	0.66	0.81	0.88	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
1/2	6	2-1/2	0.35	0.44	0.47	0.58	0.63	0.72	0.81	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00

Load Adjustment Factors for Lightweight Concrete

Dia. (in.)	Spacing, Tension (FNS) & Shear (FVS)						Scr (in.)	smin (in.)
Dia. (in.)	1/4	3/8	1/2	5/8	hv (in.)	1-1/4	Scr (in.)	1-3/4	2-1/2	2	2-1/2	3-1/2	2-1/2	3-1/2	5	2-3/4	4	6
1-1/4	0.50	-	-	-	-	-	2-1/2	1-1/4	-	-	-	-	-	-	-	-	-
1-3/4	0.70	0.50	-	-	-	-	3-1/2	1-3/4	-	-	-	-	-	-	-	-	-
2	0.80	0.57	-	0.50	-	-	5	2	-	-	-	-	-	-	-	-	-
2-1/2	1.00	0.71	0.50	0.63	0.50	-	7	2-1/2	-	0.50	-	-	-	-	-	-	-
2-3/4	1.00	0.79	0.55	0.69	0.55	-	5	2-3/4	-	0.55	-	-	-	-	0.50	-	-
3	1.00	0.86	0.60	0.75	0.60	-	7	3	-	0.60	-	-	-	-	0.55	-	-
3-1/2	1.00	1.00	0.70	0.88	0.70	0.50	5	3-1/2	-	0.70	0.50	-	-	-	0.64	-	-
4	1.00	1.00	0.80	1.00	0.80	0.57	7	4	-	0.80	0.57	-	-	-	0.73	0.50	-
4-1/2	1.00	1.00	0.90	1.00	0.90	0.64	5	4-1/2	-	0.90	0.64	-	-	-	0.82	0.56	-
5	1.00	1.00	1.00	1.00	1.00	0.71	7	5	0.50	1.00	0.71	-	-	-	0.91	0.63	-
5-1/2	1.00	1.00	1.00	1.00	1.00	0.79	5	5-1/2	-	1.00	0.79	0.55	-	-	1.00	0.69	-
6	1.00	1.00	1.00	1.00	1.00	0.86	7	6	0.50	1.00	0.86	0.60	1.00	0.75	0.50	-	-
7	1.00	1.00	1.00	1.00	1.00	1.00	5	7	-	1.00	1.00	0.70	1.00	0.88	0.58	-	-
8	1.00	1.00	1.00	1.00	1.00	1.00	7	8	-	1.00	1.00	0.80	1.00	1.00	0.67	-	-
9	1.00	1.00	1.00	1.00	1.00	1.00	5	9	-	1.00	1.00	0.90	1.00	1.00	0.75	-	-
10	1.00	1.00	1.00	1.00	1.00	1.00	7	10	-	1.00	1.00	1.00	1.00	1.00	0.83	-	-
12	1.00	1.00	1.00	1.00	1.00	1.00	5	12	-	1.00	1.00	1.00	1.00	1.00	1.00	-	-
14	1.00	1.00	1.00	1.00	1.00	1.00	7	14	-	1.00	1.00	1.00	1.00	1.00	1.00	-	-

Edge Distance, Tension (FNC)

Dia. (in.)	Edge Distance, c (inches)
Dia. (in.)	Ccr (in.)	Cmin (in.)	1-1/4	1-5/8	1-7/8	2	2-1/2	3	3-1/8	3-3/4	4	4-1/2	5	6	6-1/4	7	7-1/2	8	9
1/4	3	1-1/4	0.70	0.76	0.81	0.83	0.91	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
3/8	4-1/2	1-7/8	0.70	0.71	0.77	0.83	0.84	0.91	0.94	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
1/2	6	2-1/2	0.70	0.74	0.75	0.81	0.83	0.87	0.91	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00

Edge Distance, Shear (FVC)

Dia. (in.)	Edge Distance, c (inches)
Dia. (in.)	Ccr (in.)	Cmin (in.)	1-1/4	1-5/8	1-7/8	2	2-1/2	3	3-1/8	3-3/4	4	4-1/2	5	6	6-1/4	7	7-1/2	8	9
1/4	3	1-1/4	0.35	0.49	0.58	0.63	0.81	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
3/8	4-1/2	1-7/8	0.35	0.38	0.50	0.63	0.66	0.81	0.88	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
1/2	6	2-1/2	0.35	0.44	0.47	0.58	0.63	0.72	0.81	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00

Diagram Description: Visuals illustrating anchor spacing (s) and edge distance (c) for lightweight concrete. Shows critical spacing (Scr) and minimum spacing (smin) related to embedment depth (hv), and critical edge distance (Ccr) and minimum edge distance (Cmin) related to anchor diameter (d).

Ordering Information

Stainless Steel Hex Head Power-Bolt

Cat.No.	Anchor Size	Drill Dia.	Pack Qty.	Carton Qty.
05902-PWR	1/4" x 1-3/4"	1/4"	100	600
05906-PWR	1/4" x 3"	1/4"	100	600
05910-PWR	3/8" x 2-1/4"	3/8"	50	300
05914-PWR	3/8" x 3-1/2"	3/8"	50	300
05916-PWR	3/8" x 4"	3/8"	50	300
05930-PWR	1/2" x 2-3/4"	1/2"	50	200
05934-PWR	1/2" x 4-3/4"	1/2"	25	150

Note: The published length for Hex Head is measured from below the washer to the end of the anchor.

Carbon Steel Flat Head Power-Bolt

Cat.No.	Anchor Size	Drill Dia.	Pack Qty.	Carton Qty.
06981-PWR	3/8" x 3-3/4"	3/8"	50	300
06982-PWR	3/8" x 5"	3/8"	50	300
06983-PWR	3/8" x 6"	3/8"	50	300
06984-PWR	1/2" x 5"	1/2"	25	150
06987-PWR	5/8" x 5-1/2"	5/8"	15	90

Note: The published length for Flat Head is the overall length of the anchor. The flat head Power-Bolt anchor has a hex key insert formed in the head of the bolt. Each box contains an Allen wrench which matches the insert size.

For more information, visit www.DEWALT.com.

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General Information

Product Description

General Applications and Uses

Features and Benefits

Approvals and Listings

Guide Specifications

Material Specifications

Installation Specifications

Stainless Steel Hex Head Power-Bolt Installation

Carbon Steel Flat Head Power-Bolt Installation (80°–82° head)

Nomenclature

Installation Procedure

Length Identification

Performance Data

Ultimate and Allowable Load Capacities in Normal-Weight Concrete

Ultimate and Allowable Load Capacities in Lightweight Concrete

Ultimate and Allowable Load Capacities for Power-Bolt Installed Through Steel Deck into Lightweight Concrete

Ultimate and Allowable Load Capacities in Grout-Filled Concrete Masonry

Ultimate and Allowable Load Capacities in Hollow Concrete Masonry

Design Criteria (Allowable Stress Design)

Combined Loading

Load Adjustment Factors for Spacing and Edge Distances

Load Adjustment Factors for Normal-Weight Concrete

Edge Distance, Tension (FNC)

Edge Distance, Shear (FVC)

Load Adjustment Factors for Lightweight Concrete

Edge Distance, Tension (FNC)

Edge Distance, Shear (FVC)

Load Adjustment Factors for Lightweight Concrete

Edge Distance, Tension (FNC)

Edge Distance, Shear (FVC)

Ordering Information

Stainless Steel Hex Head Power-Bolt

Carbon Steel Flat Head Power-Bolt

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