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Multi-Set II
Drop-In Anchors
|
Ultimate
Shear and Tension Values (Lbs/kN) in Concrete* |
|
BOLT
DIA
In. (mm)
|
ANCHOR
DIA.
In. (mm)
|
MIN.
EMBEDMENT
DEPTH
In. (mm)
|
ANCHOR
TYPE
|
TENSION
Lbs. (kN)
|
SHEAR
Lbs. (kN)
|
|
f’c
= 2000 PSI
(13.8 MPa)
|
f’c = 4000 PSI
(27.6 MPa)
|
f’c
= 6000 PSI
(41.4 MPa)
|
f’c
>_2000 PSI
(13.8 MPa)
|
|
1/4
(6.4)
|
3/8
(9.5)
|
1
(25.4)
|
RM,
RL
or CL-Carbon
or
SRM-18-8 S.S.
or
SSRM-316 S.S.
|
1,680
(7.5)
|
2,360
(10.5)
|
2,980
(13.3)
|
1,080
(4.8)
|
|
3/8
(9.5)
|
1/2
(12.7)
|
1-5/8
(41.3)
|
2,980
(13.3)
|
3,800
(16.9)
|
6,240
(27.8)
|
3,160
(14.1)
|
|
1/2
(12.7)
|
5/8
(15.9)
|
2
(50.8)
|
3,300
(14.7)
|
5,840
(26.0)
|
8,300
(36.9)
|
4,580
(20.4)
|
|
5/8
(15.9)
|
7/8
(22.2)
|
2-1/2
(63.5)
|
5,500
(24.5)
|
8,640
(38.4)
|
11,020
(49.0)
|
7,440
(33.1)
|
|
3/4
(19.1)
|
1
(25.4)
|
3-3/16
(81.0)
|
8,280
(36.8)
|
9,480
(42.2)
|
12,260
(54.5)
|
10,480
(46.6)
|
*Allowable values are based upon a 4 to 1
safety factor. Divide by 4 for allowable load values.
* For continuous extreme low temperature applications, use stainless steel. |
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Multi-Set II
Drop-In Anchors
|
Ultimate Shear and Tension Values
(Lbs/kN) in Lightweight Concrete*
|
BOLT
DIA
In. (mm) |
ANCHOR
DIA.
In. (mm) |
EMBEDMENT
DEPTH
In. (mm) |
ANCHOR
TYPE |
LIGHTWEIGHT
CONCRETE
f'c = 3000 PSI (20.7 MPa) |
LOWER
FLUTE OF STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL
f'c = 3000 PSI (20.7 MPa) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
| 3/8
(9.5) |
1/2
(12.7) |
1-5/8
(41.3) |
RM,
RL
or CL-Carbon
or
SRM-18-8 S.S.
or
SSRM-316 S.S. |
3,860
(17.2) |
4,420
(19.6) |
3,340
(14.9) |
4,420
(19.6) |
| 1/2
(12.7) |
5/8
(15.9) |
2
(50.8) |
4,080
(18.1) |
5,640
(25.1) |
3,200
(14.2) |
4,940
(22.0) |
| 5/8
(15.9) |
7/8
(22.2) |
2-1/2
(63.5) |
6,280
(27.9) |
10,440
(46.4) |
5,960
(26.5) |
5,840
(26.0) |
| 3/4
(19.1) |
1
(25.4) |
3-3/16
(81.0) |
11,000
(48.9) |
15,780
(70.2) |
8,180
(36.4) |
9,120
(40.6) |
*Allowable values are based upon a 4 to 1
safety factor. Divide by 4 for allowable load values. |
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Multi-Set II
Drop-In Anchors
|
Recommended Spacing
& Edge Distance Requirements*
|
BOLT
DIA
In. (mm) |
ANCHOR
DIA.
In. (mm) |
EMBEDMENT
DEPTH
In. (mm) |
ANCHOR
TYPE |
EDGE
REQUIRED TO
OBTAIN MAX.
WORKING LOAD
In. (mm) |
MIN.
DISTANCE AT WHICH
LOAD FACTOR APPLIED = .80 FOR TENSION = .70 FOR SHEAR
In. (mm) |
SPACING
REQUIRED TO
OBTAIN MAX.
WORKING LOAD
In. (mm) |
MIN.
ALLOWABLE
SPACING
BETWEEN ANCHORS
LOAD FACTOR APPLIED = .80 FOR TENSION = .55 FOR SHEAR
In. (mm) |
| 1/4
(6.4) |
3/8
(9.5) |
1
(25.4) |
RM,
RL
or CL-Carbon
or
SRM-18-8 S.S.
or
SSRM-316 S.S. |
1-3/4
(44.5) |
7/8
(22.2) |
3-1/2
(88.9) |
1-3/4
(44.5) |
| 3/8
(9.5) |
1/2
(12.7) |
1-5/8
(41.3) |
2-7/8
(73.0) |
1-7/16
(36.5) |
5-11/16
(144.5) |
2-7/8
(73.0) |
| 1/2
(12.7) |
5/8
(15.9) |
2
(50.8) |
3-1/2
(88.9) |
1-3/4
(44.5) |
7
(177.8) |
3-1/2
(88.9) |
| 5/8
(15.9) |
7/8
(22.2) |
2-1/2
(63.5) |
4-3/8
(111.1) |
2-3/16
(55.6) |
8-3/4
(222.3) |
4-3/8
(111.1) |
| 3/4
(19.1) |
1
(25.4) |
3-3/16
(81.0) |
5-5/8
(142.9) |
2-13/16
(71.4) |
11-3/16
(284.2) |
5-5/8
(142.9) |
*Spacing and edge distances shall be divided
by 0.75 when anchors are placed in structural lightweight concrete. Linear
interpolation may be used for intermediate spacing and edge distances.
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Multi-Set II
Drop-In Anchors
|
Ultimate Shear and Tension Values (Lbs/kN)
for RX-38 (3/4" and 1" Embedment)* |
SIZE
In. (mm) |
ANCHOR
DIA.
In. (mm) |
EMBEDMENT
In. (mm) |
2500 PSI 17.2 MPa) CONCRETE |
4000 PSI (27.6 MPa) CONCRETE |
HOLLOW CORE |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
TENSION
Lbs. (kN) |
SHEAR
Lbs. (kN) |
| 3/8
(9.5) |
1/2
(12.7) |
3/4
(19.1) |
1,571
(7.0) |
2,295
(10.2) |
1,987
(8.8) |
2,903
(12.9) |
1,908
(8.5) |
2,401
(10.7) |
| 1/2
(12.7) |
5/8
(15.9) |
1
(25.4) |
2,113
(9.4) |
2,585
(11.6) |
2,673
(11.9) |
3,270
(14.5) |
2,462
(11.0) |
2,401
(10.7) |
* The tabulated values are for RX-38 anchors
installed at a minimum of 12-diameters on center and minimum edge of 6-diameters
for 100 percent anchor efficiency. Spacing and edge distance may be reduced
to 6 diameters and 3 diameter edge distance provided the values are reduced
50 percent. Linear interpolation may be used for intermediate spacing
and edge margins.
* Allowable values are based
upon a 4 to 1 safety factor. Divide by 4 for allowable load values.
|
Multi-Set II
Drop-In Anchors |
Anchoring
Overhead in 3000 PSI
Lightweight Concrete On Metal Deck |
|
ANCHOR
|
DRILL
HOLE
DAIMETER
In. (mm) |
EMBEDMENT
In. (mm) |
3000PSI
(20.7 MPa) CONCRETE |
|
ULTIMATE
TENSION LOAD
Lbs. (kN) |
ALLOWABLE
WORKING LOAD
Lbs. (kN) |
|
RX-38
Drop-In |
1/2
(12.7) |
3/4
(19.1) |
Upper
Flute |
1,410
(6.3) |
353
(1.6) |
|
Lower
Flute |
1,206
(5.4) |
301
(1.3) |
* Allowable values
are based upon a 4 to 1 safety factor. Divide by 4 for allowable load
values.
|
Combined
Shear and Tension Loading—for Multi-Set Anchors
Allowable
loads for anchors subjected to combined shear and tension forces
are determined by the following equation:
(Ps/Pt) 5/3
+ (Vs/Vt) 5/3
< 1
Ps = Applied
tension load Vs = Applied shear load
Pt = Allowable tension load VT = Allowable shear
load
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