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ManualsBrandsDeWalt ManualsAdhesive AnchorsEng. by Powers - PE1000+® Adhesive Anchor, Dual Cartridge, 20 OZ. - Pkg Qty 12

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aDhesiVe anchors

STRENGTH DESIGN (SD)

Bond Strength Design Information for Threaded Rods and Reinforcing Bars in Holes Drilled with a

Core Drill and Diamond Core Bit (For use with load combinations taken from ACI 318 Section 9.2)

Design Characteristic Notation Units

Nominal Rod Diameter (inch) / Reforcing Bar Size

1/2" or #4 5/8" or #5 3/4" or #6 7/8" or #7 1" or #8

Minimum embedment h

ef,min

in.

(mm)

2-3/4

(70)

3-1/8

(79)

3-1/2

(89)

3-1/2

(89)

(102)

Maximum embedment

ef,max

in.

(mm)

(54)

12-1/2

(318)

(381)

17-1/2

(445)

(508)

75°F (24°C)

Maximum Long-Term

Service Temperature;

104°F (40°C)

Maximum Short-Term

Service Temperature

4,10

Characteristic bond strength

in uncracked concrete

5,8

k,uncr

psi

(N/mm

)

1,419

(9.8)

1,351

(9.3)

1,298

(9.0)

1,257

(8.7)

1,221

(8.4)

110°F (43°C)

Maximum Long-Term

Service Temperature;

140°F (60°C)

Maximum Short-Term

Service Temperature

2,4

Characteristic bond strength

in uncracked concrete

5,8

k,uncr

psi

(N/mm

)

1,133

(7.8)

1,075

(7.4)

1,033

(7.1)

1,022

(6.9)

975

(6.7)

110°F (43°C)

Maximum Long-Term

Service Temperature;

176°F (80°C)

Maximum Short-Term

Service Temperature

3,4

Characteristic bond strength

in uncracked concrete

5,8

k,uncr

psi

(N/mm

)

895

(6.2)

849

(5.9)

816

(5.6)

791

(5.5)

770

(5.3)

Permissible Installation

Conditions

Dry concrete

- 0.55 0.45 0.45 0.45 0.45

Water-saturated concrete

- 0.45 0.45 0.45 0.45 0.45

- 1.0 1.0 1.0 1.0 1.0

Water-filled hole (flooded)

- 0.45 0.45 0.45 0.45 0.45

- 0.94 0.95 0.95 0.95 0.96

For SI: 1 inch = 25.4 mm, 1 psi = 0.006894 MPa. For pound-inch units: 1 mm = 0.03937 inch, 1 MPa = 145.0 psi.

1. Bond strength values correspond to a normal-weight concrete compressive strength f'c = 2,500 psi (17.2 MPa). For concrete compressive strength, f'c between 2,500 psi and 8,000 psi

(17.2 MPa and 55.2 MPa), the tabulated characteristic bond strength may be increased by a factor of (f'c / 2,500)

0.12

[For SI: (f'c / 17.2)

0.12

2. The maximum short-term service temperature may be increased to 162°F (72°C) provided characteristic bond strengths are reduced by 10 percent. Long-term and short-term

temperatures meet the requirements of Section 8.5 of ACI 355.4 and Table 8.1, Temperature Category B.

3. Long-term and short-term temperatures meet the requirements of Section 8.5 of ACI 355.4 and Table 8.1, Temperature Category A.

4. Short-term base material service temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. Long-term base material service temperatures are roughly

constant over significant periods of time.

5. Characteristic bond strengths are for sustained loads including dead and live loads.

6. Permissible installation conditions include dry concrete, water-saturated concrete and water-filled holes. Water-filled holes include applications in dry or water-saturated concrete where

the drilled holes contain standing water at the time of anchor installation.

7. Maximum embedment is limited to twelve anchor diameters for horizontal and upwardly inclined installations.

8. For structures assigned to Seismic Design Categories C, D, E or F, bond strength values for cracked concrete do not require an additional reduction factor applied for seismic tension

(

N,seis

= 1.0), where seismic design is applicable.

9. Bond strength values for uncracked concrete are applicable for structures assigned to Seismic Design Categories A and B only.

10. Room temperature range is not recognized by ACI 318-11 and does not meet the minimum temperature requirement of ACI 355.4, Table 8.1 and consequently is

not applicable to design under ACI 318-11 or current and past editions of the International Building Code (IBC). The tabulated values are provided for analysis and

evaluation of existing conditions only.

200

400

600

800

1000

1200

Uncracked Concrete