Submittal Sheet
DWN CHKD DATE DWG No.
1: 6:
2: 7:
3: 8:
4: 9:
5: 10:
Sets Required:
Certification Form S-407 02/2013
__________ SPECIFIED DEFLECTION
PLAN VIEW OF MOUNT LOCATIONS
TAG: __________________________________________________
UNIT: __________________________________________________
Captive Mounting
RAA, RBA
RCA & RDA
MASON INDUSTRIES, Inc.
Manufacturers of Vibration Control Products
350 Rabro Drive 2101 W. Crescent Ave., Suite D
Hauppauge, NY 11788 Anaheim, CA 92801
631/348-0282 714/535-2727
FAX 631/348-0279 FAX 714/535-5738
Info@Mason-Ind.com Info@MasonAnaheim.com
www.Mason-Ind.com
Horizontal, Vertical and 45° plotted Ratings
are California OSHPD approved values
having the OSHPD Anchorage Preapproval
Number OPA-0200. Testing and calculations
were performed to meet OSHPD criteria.
To use approved OSHPD rated load
curves: 1) Calculate Vertical and Horizontal
Forces on mounting including translations and
overturning moments. 2) Plot Horizontal Load
vs Vertical Load. The point must fall within
the area below the OSHPD curve. RAA’s and
RDA’s have not been submitted to OSHPD.
OSHPD OPA-0200
Rated Load Curves (lbs kgs
†
)
CAPTIVE
STEEL INSERT
NEOPRENE
or EPDM
ELEMENT
STEEL HOUSING
6 – “G”
Diameter Holes
JOB NAME
CUSTOMER
CUSTOMER P.O.
MASON M.
DWG No.
H
I
B
C
C
D
F
A
E
E
T
“J” Cap Screw with
Standard Washer
TYPE RAA, RBA, RCA and RDA DIMENSIONS (inches millimeters)
Type A B C D E F G H I J T
RAA
2
5
/8 4
1
/4 1
11
/16 2
1
/8
7
/8 1
5
/16
7
/16 1
1
/2 1
1
/8
3
/8-16UNC x 1
3
/32
67 108 43 54 22 33 11 38 29 2
RBA
3 4
3
/4 1
15
/16 2
3
/8 1 1
1
/2
7
/16 1
7
/8 1
1
/2
1
/2-13UNC x 1
1
/4
3
/32
76 121 49 60 25 38 11 48 38 2
RCA
3
3
/4 6
1
/4 2
1
/2 3
1
/8 1
1
/4 1
7
/8
9
/16 1
7
/8 1
1
/2
5
/8 -11UNC x 1
1
/4
3
/32
95 159 64 79 32 48 14 48 38 2
RDA
5 8 3
1
/4 4 1
3
/4 2
1
/2
3
/4 2
3
/8 1
7
/8
7
/8 -9UNC x 1
1
/4
1
/8
127 203 83 108 44 64 19 60 48 3
TYPE RAA, RBA, RCA and RDA RATINGS
All Rated Capacities are based on proper neoprene loadings without metal to metal contact.
Seismic Max. G Ratings are based on metal failure under static seismic loadings as defined in
the building codes.
*
Horizontal G Ratings are for quick reference only– Use OSHPD Rated Load Curves.
COMPRESSION
TENSION SHEAR
Maximum
Size Rated Rated Rated Rated Rated Rated Horizontal
(Color Duro- Capacity Defl Capacity Defl Capacity Defl Static
Type Mark) meter (Ibs) (kgs) (in)
(mm)
(Ibs) (kgs) (in)
(mm)
(Ibs) (kgs) (in)
(mm)
G Rating
*
Black 30 200 91 150 68 150 68 7.0
RAA- Green 45 300 136
0.10
200 91
0.08
200 91
0.08
5.0
White 60 500 227
3
400 181
2
400 181
2
2.5
Black 30 250 113 200 91 200 90 13.6
RBA- Green 45 525 238
0.15
420 191
0.12
420 191
0.09
6.5
White 60 1000 454
4
800 363
3
800 363
2
3.4
Green 40 1400 635 1000 454 400 181 2.7
RCA- Red 50 2100 953
0.15
1500 680
0.12
600 272
0.09
1.8
White 60 3500 1588
4
2500 1134
3
1000 454
2
1.1
Green 40 2800 1270 2000 910 900 410 3.3
RDA- Red 50 4200 1910
0.18
2900 1320
0.15
1300 590
0.12
2.2
White 60 7100 3230
5
4200 1910
4
1800 820
3
1.3
2350
3400
4050
3750
4500
RBA Grafts
HORIZONTAL
RCA
4050
1837
4500
2041
3400
1542
3750
1701
45° Axis
3750
1701
RBA
2350
1066
V
E
R
T
I
C
A
L
SHEAR
COMPRESSION
TENSION
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