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End Truck (UC10, UC13, UC16, UT10, UT13, UT16)

End Truck (UC10, UC13, UC16, UT10, UT13, UT16)
End Truck (UC10, UC13, UC16, UT10, UT13, UT16)

R&M MATERIALS HANDLING INC.

200-330 (7.88-13)152(335)S M 2000.C L 10

340 (13.39)File

Dimensions are for reference in estimating only. Use of various modifications may

affect overall dimensional outline. Where dimensions are critical, request certified drawings for construction. All dimensions are in millimeters unless otherwise noted.

Appd

Chd

Date

Issue

200-330 (7.88-13)137(302)340 (13.39)Wt.Kg(LBS)1400(55.12)B+73(2.88)120(265)B+73(2.88)82-199(3.25-7.81)1700(66.93)135(298)275 (10.83)275 (10.83)2200(86.62)B+73(2.88)82-199(3.25-7.81)82-199(3.25-7.81)L1L2L4 B (flg width)150(331)mm (in)mm (in)mm (in)mm (in)275 (10.83)200-330 (7.88-13)167(368)340 (13.39)D 100 W H E E L D 3.94" W H E E L (40m m )(1.57")

2500(98.43)

B+73(2.88)

82-199(3.25-7.81)160(353)275 (10.83)200-330 (7.88-13)

177(390)

340 (13.39)L1

A

A SECOND DRIVE LOCATION AS REQUIRED

L 2

Joint Plate C10(A) or C10(B)

UC10 End Truck can be equipped with 2 or 4 drive wheels.

CORNER LOAD PT.

169mm

6.65"

169mm 6.65"

L1/2

44m m 1.73"

132m m 5.20"

250m m 9.84"

400mm 15.75"

330mm MAX. FLANGE

13.00"

BRIDGE GIRDER

Maximum Static Corner Load = 22kN (4.95 KIP) EXCEPT for when L1=2200mm, then MSCL=16kN [3.6 KIP] or for when L1=2500mm, then MSCL=14kN [3.15 KIP].

(B/2) + 469mm (B/2) + 18.50"

L4 A - A (-90′ )

B=82-330mm B=3.25-13.00"75m m 2.95"

145m m 5.71"

RUNWAY BEAM

150mm 5.91"

UC10 END TRUCK

L4

p_SM2000.CL10

2000-06-12

10/01

UC10 END TRUCK

SM2000.CL10

R&M Materials Handling Inc.4501 Gateway Blvd, Springfield

COMPONENTS - ENDTRUCK

R&M

MATERIALS

HANDLING INC.200-330 (7.88-13)75m m 2.95"

256(564)S M 2000.C L 13

340(13.39)mm (in)L1File Dimensions are for reference in estimating only. Use of various modifications may

affect overall dimensional outline. Where dimensions are critical, request certified drawings for construction. All dimensions are in millimeters unless otherwise noted.

Appd

Chd Date

Issue

L2mm (in)L4mm (in)

B (flg width)L4

82-199(3.25-7.81)Wt.Kg(LBS)1400(55.12)B+80(3.15)mm (in)B+80(3.15)200-330 (7.88-13)242(534)82-199(3.25-7.81)340(13.39)240(529)1700(66.93)226(498)

275(10.83)200-330 (7.88-13)275(10.83)322(710)340(13.39)B+80(3.15)82-199(3.25-7.81)306(675)181mm 7.13"

D 125m m W H

E E L 4.92" W H E E L

275(10.83)UC13 End Truck can be equipped with 2 or 4 drive wheels.

Maximum Static Corner Load = 30kN (6.75KIP) except

for when L1=2500mm, then MSCL = 25kN [5.61KIP]

2200(86.62)L1

400mm 15.75"

200-330 (7.88-13)

322(710)

340(13.39)B+80(3.15)

82-199(3.25-7.81)306(675)275(10.83)2500(98.43)Joint Plate C10(A) or C10(B)

181mm 7.13"

A

A

43m m 1.69"163m m 6.42"

282m m 11.1"

L1/2

CORNER LOAD PT.

330mm MAX. FLANGE

13.00"BRIDGE GIRDER

B=82-330mm

B=3.25-13"(150mm)(5.91")

SECOND DRIVE LOCATION AS REQUIRED.

(B/2) + 472mm (B/2) + 18.60"

RUNWAY BEAM

75m m 2.95"

(150m m )

(5.91")

L4L 2

A - A (-90?)

UC13 END TRUCK

p_SM2000.CL13

2000-06-12

10/01UC13 END TRUCK SM2000.CL13R&M Materials Handling Inc.4501 Gateway Blvd, Springfield

COMPONENTS - ENDTRUCK

R&M

MATERIALS

HANDLING

INC.UC16 End Truck can be equipped with 2 or 4 drive wheels.

Maximum Static Corner Load = 40kN [9KIP] except for when L1=2500mm, then MSCL = 35kN [7.87KIP]

200-330 (7.88-13)S M 2000.C L 16

mm (in)286(631)mm (in)

L1File Dimensions are for reference in estimating only. Use of various modifications may

affect overall dimensional outline. Where dimensions are critical, request certified drawings for construction. All dimensions are in millimeters unless otherwise noted.

Appd Chd

Date

Issue L2mm (in)L4mm (in)B (flg width)340 (13.39)98-199 (3.88-7.81)Wt.Kg(LBS)1400(55.12)1700(66.93)B+85(3.35)B+85(3.35)98-199 (3.88-7.81)200-330 (7.88-13)266(587)270(595)340 (13.39)250(551)

275 (10.83)2200(86.62)275 (10.83)B+85(3.35)200-330 (7.88-13)332(732)340 (13.39)L2/2

98-199 (3.88-7.81)A-A (-90?)

316(697)43m m 1.69"

186m m 7.32"275 (10.83)300m m 11.81"

330mm MAX. FLANGE

13"400mm 15.75"

BRIDGE GIRDER

CORNER LOAD PT.

2500(98.43)B+85(3.35)

(155mm)(6.10")

(B/2)+474mm (B/2)+18.66"

145m m 5.71"

200-330 (7.88-13)337(743)

L1

340 (13.39)189mm 7.44"

98-199 (3.88-7.81)320(705)275 (10.83)189mm 7.44"

L4(35m m )(1.38")

D 160m m W H L D 6.3" W H L

A

A

B=98-330mm B=3.88-13"

75m m 2.95"

RUNWAY BEAM

L 2

SECOND DRIVE LOCATION AS REQUIRED.

Joint Plate C10(A) or C10(B)

L4

UC16 END TRUCK

p_SM2000.CL16

2000-06-1210/01UC16 END TRUCK SM2000.CL16R&M Materials Handling Inc.4501 Gateway Blvd, Springfield

COMPONENTS - ENDTRUCK

A

R&M

MATERIALS HANDLING INC.

A

230mm 9.06"

2520 (99.21)S M 2000.U S 10

90-300(3.54-11.81)S File

Dimensions are for reference in estimating only. Use of various modifications may

affect overall dimensional outline. Where dimensions are critical, request certified drawings for construction. All dimensions are in millimeters unless otherwise noted.

Appd

Chd

Date

Issue

L B (flg width)90-300(3.54-11.81)Wt.Kg(LBS)1200(47.25)1520 (59.84)1400(55.12)1720 (67.72)1800(70.87)2120 (83.47)90-300(3.54-11.81)90-300(3.54-11.81)2500(98.43)S

230mm 9.06"

L

216mm 8.50"

mm (in)2820(111.03)90-300(3.54-11.81)190(419)mm (in)mm (in)175m m 6.69"

200(441)221(488)241(532)256(564)VIEW A-A

Maximum Static Corner Load = 24.35kN [5.478KIP]CORNER LOAD PT.-TYPICAL

2200(86.62)2800(110.24)3120(122.83)90-300(3.54-11.81)272(600)

100m m 3.94"

180m m 7.07"180mm 7.07"45mm 1.77"

B+40mm B+1.58"

45mm 1.77"

140m m 5.51"

(B/2)+475mm (B/2)+18.70"

D 100m m D 3.94"

B

UT10 END TRUCK

p_https://www.sodocs.net/doc/7a5337000.html,10

2000-06-12

01/03

UT10 END TRUCK

https://www.sodocs.net/doc/7a5337000.html,10

R&M Materials Handling Inc.4501 Gateway Blvd, Springfield

COMPONENTS - ENDTRUCK

R&M

MATERIALS HANDLING INC.

2200(86.62)2520 (99.21)90-300(3.54-11.81)S M 2000.U S 13

90-300(3.54-11.81)S File

Dimensions are for reference in estimating only. Use of various modifications may

affect overall dimensional outline. Where dimensions are critical, request certified drawings for construction. All dimensions are in millimeters unless otherwise noted.

Appd

Chd

Date

Issue

L B (flg width)1200(47.25)Wt.Kg(LBS)1520 (59.84)1400(55.12)1720 (67.72)1800(70.87)2120 (83.47)90-300(3.54-11.81)90-300(3.54-11.81)2500(98.43)2820(111.03)90-300(3.54-11.81)246(543)258(569)282(622)307(677)mm (in)325(717)Maximum Static Corner Load = 43.48kN [9.8KIP]2800(110.24)mm (in)mm (in)3120(122.83)90-300(3.54-11.81)

344(758)

47mm 1.85"

165m m 6.5"

254mm 10"

225mm 8.86"

S

225mm 8.86"

L

CORNER LOAD PT.-TYPICAL

47mm 1.85"

B+44mm B+1.73"

165m m 6.5"

D 125m m D 4.92"200mm 7.88"(B/2)+470mm (B/2)+18.5"

100m m 3.94"

200m m 7.88"

B

VIEW C-C

UT13 END TRUCK

p_https://www.sodocs.net/doc/7a5337000.html,13

2000-07-14

10/01

UT13 END TRUCK

https://www.sodocs.net/doc/7a5337000.html,13

R&M Materials Handling Inc.4501 Gateway Blvd, Springfield

COMPONENTS - ENDTRUCK

C

C

R&M

MATERIALS

HANDLING

INC.H3

H12200 (86.62)S M 2000.U S 16

2720(107.09)201-300(7.91-11.81)S File Dimensions are for reference in estimating only. Use of various modifications may

affect overall dimensional outline. Where dimensions are critical, request certified drawings for construction. All dimensions are in millimeters unless otherwise noted.

Appd

Chd Date

Issue L 464(18.27)B (flg width)90-300(3.54-11.81)564(22.21)

Wt.Kg(LBS)90-300(3.54-11.81)1200 (47.25)1720 (67.72)1400 (55.12)1920 (75.59)1800 (70.87)2320 (91.34)90-300(3.54-11.81)90-300(3.54-11.81)380(14.96)480(18.90)90-200 (3.54-7.87)B

1650(64.96)650 (25.59)850 (33.46)1250(91.34)2250(88.58)

524(1155)S 258mm 10.16"

261mm 10.28"D160D6.30

L1

252m m 9.93"

mm (in)L12800(110.25)

3320(130.71)90-300(3.54-11.81)mm (in)mm (in)mm (in)421(928)440(970)478(1054)588(1296)

H1mm (in)H3B (flg width)mm (in)mm (in)H1SECTION A-A

SECTION B-B

481.89"

32m m 1.25’’

SPAN

170m m 6.69"

300m m 11.81"

B

338m m 13.31’’

A

A

150m m 5.91"

B

UT16 END TRUCK

p_https://www.sodocs.net/doc/7a5337000.html,16

2000-07-14

10/01UT16 END TRUCK https://www.sodocs.net/doc/7a5337000.html,16

R&M Materials Handling Inc.4501 Gateway Blvd, Springfield

COMPONENTS - ENDTRUCK

R&M

MATERIALS HANDLING INC.

90-200(3.54-7.87)201-300(7.91-11.81)

P -S T D -U T 16-C

UT16 ENDTRUCK STRUCTURE File

Dimensions are for reference in estimating only. Use of various modifications may

affect overall dimensional outline. Where dimensions are critical, request certified drawings for construction. All dimensions are in millimeters unless otherwise noted.

Appd

Chd

Date

Issue

B (flg width)1/2

DIM. A mm [inch]mm (in)SUGGESTED BEAM CONNECTION - STANDARD - UT16 END TRUCK

508 [20]546 [21.5]

1/22x B

PL 1/2’’

B

A

SPAN

B

B -4’’

B

B

SECTION B - B

PL 1/2’’PL 1/2’’

PL 3/8’’ (4)

5/165/16

PL 1/2’’

1/4

5/165/16

p_P-STD-UT16-C

2001-10-16

10/01

UT16 CONNECTION

P-STD-UT16-C

R&M Materials Handling Inc.4501 Gateway Blvd, Springfield

COMPONENTS - ENDTRUCK

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