Harrington Hoists and Cranes RHN - Rhino Wire Rope Hoist User Manual
Page 17

17
Table 2-12
Reaction Forces at Rated Load, Deck Mounted
Capacity
(Tons)
Product Code
F1
(lbs)
F2
(lbs)
F3
(lbs)
F4
(lbs)
Q1
(lbs)
Q2
(lbs)
Q3
(lbs)
Q4
(lbs)
Moment*,
M
T
(ft-lbs)
2
RHN02D-20A-20D-
1817
1902
654
1292
295
169
393
393
232*
RHN02D-33A-20D-
1950
2149
582
1122
328
147
393
393
3
RHN03D-20A-20D-
2700
3043
1038
2067
472
270
629
629
372*
RHN03D-33A-20D-
2906
3439
916
1795
524
235
629
629
5
RHN05D-20B-20D-
4171
4683
1618
3151
736
415
984
984
770*
RHN05D-33B-20D-
4480
5272
1435
2744
814
362
984
984
7 ½
RHN08D-20C-20D-
6989
5019
3625
5051
978
741
1475
1475
1514*
RHN08D-33C-20D-
7758
6054
3112
4278
1129
627
1475
1475
10
RHN10D-20C-20D-
9041
6692
4763
6735
1304
988
1967
1967
2019*
RHN10D-33C-20D-
10042
8072
4076
5703
1506
836
1967
1967
15
RHN15D-20D-16D-
9297
14086
5835
13988
1894
1684
3147
3147
**
RHN15D-33D-16D-
10384
16989
4931
12154
2227
1445
3147
3147
20
RHN20D-20D-16D-
12088
16707
7449
17186
2367
2105
3934
3934
**
RHN20D-33D-16D-
13494
20243
6316
14899
2784
1807
3934
3934
See Section 2.1.1 for place holder
designation
Figure 2-5
Deck Mounted Hoist, 2-10 Ton
Reaction Forces (See
Table 2-12
)
Figure 2-6
Deck Mounted Hoist, 15-20 Ton
Reaction Forces (See
Table 2-12
)
*For 2-10t capacities, the customer’s substructure must account for
the moment MT (torque) from the rope drum. Therefore it must be
torsion resistant and level, (max permissible offset, Y = .0787in.)
**For 15-20t capacities, the design structure accounts for the
moment, and the forces are diverted to the fixation points.