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

Page 17

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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.