Mohawk TR-110, Manual

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TThhee OOrriiggiinnaall W Weeddggee AAnncchhoorrss
M
A X IM U M
T
E N S I L E A N D
S
H E A R
C
A P A C I T Y F O R
S
T A T I C
L
O A D S
L
IMESTONE
U
NREINFORCED
S
TONE
A
GGREGATE
C
ONCRETE
U
NREINFORCED
A
GGREGATE
Z
INC
P
LATED
C
ARBON
S
TEEL
L
IGHTWEIGHT
(I
DEALITE
)
Anchor Embed- 2000 psi Embed- 3000 psi 5000 psi 7000 psi Embed- 5000 psi
& Hole ment Tension Shear ment Tension Shear Tension Shear Tension Shear ment Tension Shear
Size (in) (lbs) (lbs) (in) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (in) (lbs) (lbs)
1/4 1 1/8 1132 1211 1 1/8 1320 1751 1760 2316 2464 2494 1 1/2 1861 1947
1/4 1 3/4 1256 1211 1 1/2 1856 1751 2473 2316 3462 2494 • • •
5/16 1 1/4 1308 1210 1 1/4 2057 1839 2742 2530 3939 3439 1 1/2 2493 3064
5/16 2 1181 1210 1 3/4 2389 1839 3185 2530 4459 3439 • • •
3/8 1 1/4 994 1223 1 1/2 2876 4286 3834 5213 5368 5658 1 3/4 3125 4289
3/8 4 1728 1223 4 3488 4286 4650 5213 6510 5658 • • •
1/2 1 3/4 1542 3009 2 1/4 3473 7138 5789 10748 8105 11550 2 1/4 4778 9833
1/2 6 2695 3009 5 4809 7138 8015 10748 11221 11550 • • •
5/8 • • • 3 1/2 7582 10719 12636 15583 17690 16700 2 1/2 6455 12500
5/8 • • • 4 3/4 9179 10719 15299 15583 21419 16700 • • •
3/4 • • • 3 11579 15537 19299 21000 27019 23103 3 1/2 17293 19050
3/4 • • • 7 15444 15537 25740 21000 36036 23103 • • •
7/8 • • • 4 1/2 15266 • 25444 25099 33622 28718 • • •
7/8 • • • 7 16992 • 28320 25099 39648 28718 • • •
1 • • • 5 1/2 16351 • 27252 33083 38153 35700 4 1/2 21616 31666
1 • • • 7 17837 • 29728 33083 41619 35700 • • •
Source 1 2 2
Sources (available upon request): 1) University of Texas, Austin, TX (using new ICBO-ES testing criteria); 1993. 2) AA Engineers &
Associates, Inc., Denver, CO; 1981.
K
E Y
F
E A T U R E S
/ B
E N E F I T S
■
Time-Tested, Proven Reliability. An
industry standard for over 45 years.
■
Fully Assembled and Ready to Use.
Unparalleled job-site convenience.
■
BOLT SIZE IS HOLE SIZE. ® Allows precision placement
of equipment through pre-drilled holes.
■
Exclusive “Positive Wedge Connections.” Minimizes
wedge loosening due to vibratory loads.
S
P E C I F I C A T I O N S
, A
PP R O V A L S A N D
L
I S T I N G S
T
YPE
Zinc Plating ASTM B-633, Type III, SCI
ICBO-ES Report #1821
City of Los Angeles #RR 24939
DOT
Please call Customer Service for
specific information by state.
Federal QQZ-325C, Type II, Class 3
Specifications (Clear Chromate added)
FFS-325, Group II, Type 4, Class 1
E
DG E
D
I S T A N C E A N D
S
P A C I N G
R
E QU I R E M E N T S
Embedment (E) in Spacing Edge Distance
Anchor Diameters (d)
E < 6d (shallow)
3.50E 1.75E
6d
≤
E
≤
8d (standard) 2.00E 1.00E
8d < E (deep) 1.50E 0.75E
N
OTES
:
■
Information provided only for the use of a
qualified design engineer. Use of technical
data by persons not qualified could cause
serious damage, injury, or even death.
■
Ultimate values shown. For static loads, use
one-fourth of the maximum tensile and shear
capacities for the recommended 4:1 safety
factor.
6
®