HomeMy WebLinkAboutAPPROVED UtzbattInfoIf anchoring to backing between metal studs, studs must be
minimum 0.5 mm thick, and backing must be minimum 0.7 mm
thick. Use at least eight (two In each corner) 10 mm sheet
metal screws with washers, of sufficient length to penetrate at
least 3 threads beyond the backing.
If anchoring to backing between metal studs in an outdoor
high wind area, studs must be minimum 0.5 mm thick, and
backing must be minimum 0.7 mm thick Use at least twelve
(three In each corner) 10 mm hexhead sheet metal screws
with washers, of sufficient length to penetrate at least 3
threads beyond the backing
Concrete or Masonry
Minimum strength must be 18 MPa (concrete), 12 MPa (clay
brick), or 11 MPa (masonry)
Use at least four (one In each corner, In any available anchor
slot) 10 mm fasteners with washers, of sufficient length for at
least 50 mm embedment into the material.
NOTE: Avoid weak compositions and always inspect the
surface prior to mounting
Channel Strut (Unistrut)
Struts must be minimum 42 mm x 42 mm x 2.5 mm thick
If mounting on wood studs, attach the strut to at least three
studs, using at least one
10 mm wood screw with washer per stud, of sufficient length
for at least 64 mm embedment into the studs
If mounting on metal studs, attach the strut to at least three
studs, using at least two
10 mm sheet metal screws with washers per stud, of sufficient
length to penetrate at least 3 threads beyond the studs
To attach the bracket to the struts, use at least four (one In
each corner) 10 mm hexhead screws with washers and strut
nuts
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rpowerwall 2 AC Installation Manual
36
PERFORMANCE TABLE
Trubolt
Wedge Anchors Ultimate Tension and Shear Values (Lbs/kN) in Concrete*
ANCHOR
INSTALLATION
EMBEDMENT
ANCHOR
fc = 2000 PSI (13.8 MPa)
f'c = 4000 PSI (27.6 hiPa)
fc = 6000 PSI (41.4 MPa)
DIA.
TORQUE
DEPTH
TYPE
TENSION
SHEAR
TENSION
SHEAR
TENSION
SHEAR
In. (mm)
Ft. Lbs. (Nm)
In. (mm)
lbs. (kN)
Lbs. NN)
Lbs. NN)
Lbs.
M)
Lbs.
(kN)
Lbs. NN)
1/4
(6.4)
4 (5.4)
1-118
(28.6)
1,180
(5.2)
1,400
(6.2)
1,780
(7.9)
1,400
(6.2)
1,900
(8.5)
1,400
(6.2)
1-15116
(49.2)
2,100
(9.3)
1,680
(7.5)
3,300
(14.7)
1,680
(7.5)
3,300
(14.7)
1,680
(7.5)
2-118
(54,0)
2,260
(10A)
1,680
(7.5)
3,300
(14.7)
7,68D
(7.51
3,300
(14.7)
1,680
(7.5)
378 (9.5)
25 (33.9)
1-1/2 (38.1)
1,620 (7.5)
2,320 (10.3)
2,240 (10.0)
2,620 (11.7)
2,840 (12.6)
3,160
(14.1)
3
(76,2)
3,480
(15.5)
4,000
(17.8)
5,940
(26,4)
4,140
(18,41
6,120
(21,2)
4,500
(10.0)
4
(101,6)
4,800
(21.4)
4,000
(17.8)
5,940
(26,4)
4,140
(18.4)
6,120
(27,2)
4,500
(20.0)
172 (12.7)
55 (74.6)
2-114 (57.2)
3,455 (20.7)
4,760 (21.2)
4,920 (22,7)
4,760 (21.2)
6,025 (31.3)
7,040
(31.3)
4.1/8
(104.8)
WS-Carbon or
4,660
(20.7)
7,240
(32.2)
9,640
(42.9)
7,240
(32.2)
10,820
(48.1)
8,160
(36.3)
6
(152.4)
WS-6
Hat -Dipped
5,340
(23.8)
7,240
(32.2)
9,640
(42.9)
7,240
(32.2)
10,820
(48.1)
8,160
(36.3)
5I8 (15.9)
90 (122.0)
2-314 (69.9)
5,185 (29.3)
7,120 (31.7)
7,180 (31.9)
7,120 (31.7)
9,225 (43.2)
9,616
(42.8
5-1/8
(130.2}
Galvanized
6,580
(29.3)
9,600
(42.7)
14,920
(66.4)
11,900
152.9)
16,380
(72.9)
12,520
(55.7)
7-112
(190.51
or
WW-3045.5.
or
7,D60
(31.4)
9,600
(42.7)
15,020
(66.8)
11,900
(52.9)
16,380
(72,%
12,520
(55.7)
3/4 (19.1)
110 (149.2)
3-1/4 (82,61
6,765 (31.7)
10,120 145.0)
10,840 (48.2)
13,720 (61.0)
13,300 (59.21
15,980
O1.1)
6-518
(168.3)
SWW-316S.S.
10,980
(48.8)
20,320
190.4)
17,700
(78.7)
23,740
(105.6)
20,260
(90.11
23,740
(105.6)
10
(2540)
10,980
148.8)
20,320
(90.4)
17,880
(79.5)
23,740
(105.6)
23,580
(104.9)
23,740
(105.6)
718 (22.2)
250 (339.0)
3-314 (95.3)
9,290 (42.3)
13,16D (58.5)
14,740 (65.6)
16,580 (73.8)
17,420 (77.5)
19,160
(85.2)
6-114
(158.8)
14,660
(65,2)
20,880
(92,9)
10,940
(93.1)
28,800
(128.1)
24,360
(108.4)
28,800
(128.1)
8
(203.2)
14,660
(65.2)
20,880
(92.9)
20,940
(93.1)
28,800
(128.1)
24,360
(108.4)
28,800
(128.1)
1 (25.4)
300 (406.7)
4-1/2 (114.3)
11,770 162.0)
16,080 (71.5)
19,245 (89.8)
22,820 (101.5)
21,180 (941)
24,480
(108.9)
7-318
(187.3)
14,600
(64.9)
28,680
(127.6)
23,980
(106.7)
37,940
(168.8)
33,260
(148.0)
38,080
(169.4)
9-172
(241.3)
18,700
(83.2)
28,680
(127.6)
26,540
(118.1)
37,940
(168.8)
33,260
(148.0)
38,080 (169.4)
Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values.
For Tie -Wire Wedge Anchor, TW-1400, use tension data from 114" diameter with 1-1/8" embedment.
For continuous extreme low temperature applications, use stainless steel.
PERFORMANCE
TABLE
UltimateTension
and Shear Values
(Lbs/kN) in
REM80M
Lightweight
Concrete*
ANCHOR
INSTALLATIONENT
ANCHOR
LIGHTWEIGHT CONCRETE
LOWER FLUTE OF STEEL DECK WITH
DIA.
TORQUE
DEPTH
TYPE
fc = 3000 PSI
(20.7 MPa)
LIGHTWEIGHT CONCRETE FILL
In. (mm)
Ft. Lbs, (Nm)
In. (mm)
ft = 3000 PSI
(20.7 MPa)
TENSION
SHEAR
TENSION
SHEAR
Lbs. NN)
Lbs. (kN)
Lbs. NN)
Lbs. (kN)
318 (9.5)
25 (33.9)
1-112
(38.1)
1,175 (5.2)
1,480
(6.6)
1,900 (8.5)
3,160 (14,1)
3
(7621
WS-Carbon or
WS-G
2,825 (12.6)
2,440
(10.9)
2,840 (12.6)
4,000 (17,8)
112112.7)
55 (74.6)
2-1/4 (57.2)
2,925 (13A)
2,855 (12.7)
3,400 (15.1)
5,380 (23.9)
3
(76.21
Hot -Dipped
31470 115.4)
3,450
(15.3)
4,480 (19.9)
6,620 (29.4)
4
(101.6)
Galvanised
or
ww-304 S.S.
4,290 (19.1)
3,450
(15.3)
4,800 (21.4)
6,440 (26.6)
518 (15.9)
90 {122.0)
3 (76,21
4,375 119.5}
4,360 (19.4)
4,720 (21.0)
5,500 (24.5)
5
(127.0)
ur
SWW-3165.5.
6,350 128.2)
6,335
(28.2)
6,580 (29.3)
9,140 (40.7)
314(19.1)
110 (149.21
3-1/4 182.61
5,390 (24.0)
7,150 (31.8)
5,840 (26.0)
8,880 (39.5)
5-1/4
(133A)
7,295 (31.5)
10,750
(47.8)
7,040 (31,31
NIA
Allowable values are based upon a 4to 1 safety factor. Divide by 4 for allowable load values.
ITW REDHEAD TRUBOLT WEDGE ANCHOR
DESIGN INFORMATION TESTED TO ICC-ES A093 AND ACI 355.2, IN ACCORDANCE WITH 20151BC
ANCHOR DESIGN INFORMATIONt-2,3
DESIGN INFORMATION Symbol Units
114
3/8
Anchor O.D.
do
iq
0.250
0.375
Effective embedment
hef
in
1-1/2 2
1-314 2-518
Minimum memberthickness
hmin
in
4 4
4 5
Critical edge distance
cac
in
2-5/8 3
2-5I8 5-114
Minimum edge distance
cmin
in
1-314 1-112
2-V4 2
Minimum anchor spacing
smin
in
1-314 1 1-112
2-1/4 2
Mm. Specified Yield Strength
f
Iblinr
Min. Specified Ultimate Strength
futa
lb/in,
Effective tensile stress area
ASe
in2
0.032
0.078
Steel strength in tension
Ns
lb
2,385
5,815
Steel strength in shear
Vs
lb
2,975 3,490i'ulloutstrength,uncrackedconcrete
Nuncr
Ib
�1,430
1,3926
2J% 3,469
Anchor Category (All anchors are ductile)
Effectiveness rartor k,,,,, uncracked concrete
Axial stiffness in service load range 1 (3 1 Win 14,651 9,385 17,515
Coefficient for variation for axial stiffness in service load range 34 47 28
Strength reduction factor (p for tension, steel failure modes
Strength reduction factor 0 forshear, steel failure modes
Strength reduction factor 4 for tension, concrete failure modes, Condition 6
Strength reduction factor rp for shear, concrete failure modes, Condition B
Trubolt+Anchor Design Strengths must be determined in accordance with ACI 31MS Appendix 0 and this table
The Trubolt+ Wedge Anchor is a ductile steel element as defined by ACI 318 D.1
114 3/8", & 112" diameter data is listed in ICC-ES E58-2251.
Nominal Anchor Diameter
1/2
0.500
1-11j3-/4
5
3.3/4
3-3/43-3/4
55,000
75,000
0,142
10,645
4,450 6,385
2,400 4,168
5/8
0.625
T
0.226
16,950
6,045 10,170
4,155 1 6,638
3/4
0.750
3-112E3-
6
7
3-314
3-314 3.1/2
0.334
25,050
10,990 15,030
8,031 10,561
1
24
26,424 32,413 26,136 42,899 21,749 43,576 28,697
45 17 33 55 22 fi3 28
0.75
0,65
0.65
0.70
t
► INSTALLATION
INFORMATION
Symbol
Units
Nominal Anchor Diameter (in.)
1/4
3/8
1/2
5/8
3/4
Anchurouter
diameter
do
in
0,25
0.375
0.5
0,625
0.750
tin dliaameter acarbide
bitt d
dbit
in
1/4
3/8
1/2
5/8
314
Effective
embedment de th
h of
in
11/2
2
1-3/4
2-5/8
1-718
-3/8
2-1/2
4
3-1/2 4-314
Min hole depth
ho
in
2
2 1/2
2.1/2
3 318
2 314
;4-1/4
3 3/4
5-1/4
4 3/4 6
Min slab thickness
hmin
in
4
4
5
5
6
5
8
6 8
Installation torque
Tinst
ft-lb
4
25
55
90
110
Min hole diameter
in fixture
dh
in
5/16
7116
9/16
11116
13/16