The Crane Rail Book

CRANE

1

) ATLANTIC TRACK r

WID

TUFINOUT

m

(I;

THE CRANE RAIL BOOK. Atlantic Track has been in the Rail business for over seventy years. Our Company specializes in supplying materials for use with overhead cranes, gantry cranes, dock cranes and automatic retrieval systems. The sigdcance of THE CRANE RAIL BOOK is that it provides a comprehensive resource equal in quality to the in-depth service that has consistently been offered by Atlantic Track & Turnout Co. Please contact any of our sales offices for additional information, product clarification and expert advice. The first section of THE CRANE RAIL BOOK is a fast, reliable index to the contents of our catalog. It accurately lists all Rail Sections,Joint Bars, Bolts and Nuts, Hold-Down Devices, Rubber Nose Clips, End Stops and Special Services. The innovative Rail portion of this catalog devotes a separate page to illustrate each rail section with a table on specifications and a list of all available hold-down devices. At last there is no need to search for the proper clip, clamp or hook bolt. It's all in the book.

THE CRANE RAIL BOOK is arranged as follows: (A) Quick Reference Guide (B) RaiVSpecifcations/Hold-DownDevices (C) Joint Bars/Bolts & Nuts (D) Details on Hold-Down Devices (E) Rubber Nose Clips

0 End Stops (G) Specifications THE CRANE RAIL BOOK illustrates every component necessary for a complete runway system. Now there is not only a single source for materials but also a single source for information.

Employee Owned, Customer Driven

Phone: 1-800-631-1274 Website: www.atlantictrack.com

Fax: 1-973-748-4520 e-mail: [email protected]

Quick Reference Guide. This part of THE CRANE RAIL BOOK can be used to obtain fast, generalized and yet accurate information for proposed or existing runway systems. Rails can be selected according to weight or exact dimensions. Hold-down devices for each rail section are also listed. Accessories, fabrication and special services complete the Quick Reference Guide.

Rail Sections

175-lb to 12-lb

W - Height 5 - Depth CIP Head

8 - Base F - Fishing HD - Head E - Depth of Base LEJ - Web L - Elevation

Rail Sections Rail Weight and Section

H

B

HD

W

D

F

E

175-CRANE

6

6

4%

1%

1?/4

37/e4

1%4

22x2

10

171 -CRANE

6

6

4.3

1'A

2

P / 4

1'/a

25/8

11

140-AREA

7%

6

3

2%6

4%6

13/15

3

12

136-AREA

7% 6

6

Z1%6

"A6

11%6

43/16

13/16

s3/32

13

60 - ASCE

4%

4%

z3/~

3'/M

17/32

217/64

49/64

1"%28

27

25-ASCE

23/4

Z3/a

1%

'%4

% ' 2

131/64

?'/64

lZ9/128

30

20- ASCE

2%

11%2

'/4

"/32

1'%2

%5

1"/64

31

16-ASCE*

z5/~ z3/~

z3/8

1"/M

x2

%a

123/e4

?/a

1'A6

32

12-ASCE*

2

2

1

3/16

/'1 6

13/3z

' %z

57/64

33

DIN PROFILE RAIL

3/4

VARIOUS SECTIONS

*Subject to mill accumulation. toccasional foreign rolling.

ForDetails See Page

34

All dimensions are in inches.

175-lb to 12-lb

Hold-Down Devices

Hold-Down Devices Rail Weight and Section

Hook Bolt

Clip Number

Clamp and Filler

Welded Stud

Welded Holder

Welded U-Bar

175-lb to 12-lb

Accessories

Index of Page Numbers Rails and Bars

Hold-Down Devices

Rail Weight and Section

Joint Bar

Joint Bolt

Hook Bolt

Rail Clip

Rail Clamp

Welded Holder

Welded U-Bar

175-CRANE

36.37

38

42.43

45

52.53

56.57

58

90 -ARA-A

36 37

39

42.43

47.49-

54 55

-

58

25-ASCE

36.37

39

42.43

51

54.55

20-ASCE

36.37

39

42 43

51

54.55

16-ASCE*

36.37

39

42.43

-

54 55

-

-

39 42.43 32-ASCE* 36 37 *Subject to mill accumulation. toccasional foreign rolling.

54.55

Accessories Index of Paae Numbers

I

Rails and End Stopstt

Rubber Nose Clips


Crane Stop

Bumper Stop

Wheel Stop

Welded Double

Welded Single

175-CRANE

82

87

93

171 -CRANE

82

87

93

62.64 62.64

66.68 66-68

90 - ARA-A

85

90

96

-

-

85-ASCE

~5

90

96

25 -ASCE

86

91-92

97

-

-

20-ASCE

86

91-92

97

-

-

-

-

-

-

-

-

-

-

-

16-ASCE*

12-ASCE* 'Subject to mill accumulation.

I

63.65

toccasional foreign rolling.

Special Services

Bolted Bolted Two-Hole One-Hole 70.72 70.72

74-76 7076

-

-

71

75.77

-

-

-

-

7377

-

-

ttPortable stops see page 98.

Standard Fabrication

Fast Delively via AlT Trucks

Bending

In-House Fabrication

Cutting

Match Marked Shipments

Drilling

Mitre Cuts

Grinding

Rail Ends Prepared for Welding

Punching

Tight Fit Joints End Hardening

Welding Planing

Phone Numbers Alabama Alaska Arizona Arkansas Asia California Colorado Connecticut Delaware District of Columbia Europe Florida Georgia Hawaii Idaho Illinois Indiana Iowa Kansas

1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-973-748-5885 1-888-288-7245 1-800-323-6256 1-800-631-1274 1-800-631-1274 1-800-631-1274 1-973-748-5885 1-800-631-1274 1-800-631-1274 1-888-288-7245 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-800-323-6256

Kentucky Louisiana Maine Maryland (East) Maryland (West) Massachusetts Michigan Minnesota Mississippi Missouri Montana Nebraska Nevada New Hampshire New Jersey New Mexico New York (East) New York (West) North Carolina

1-800-441-8207 1-800-631-1274 1-800-631-1274 1-800-631-1274 1-800-441-8207 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-888-288-7245 1-800-631-1274 1-800-631-1274 1-800-323-6256 1-800-631-1274 1-800-441-8207 1-800-631-1274

North Dakota Ohio Oklahoma Oregon Pennsylvania (East) Pennsylvania (West) Rhode Island South Carolina South Dakota Tennessee Texas Utah Vermont Virginia Washington West Virginia Wisconsin Wyoming All Others

1-800-323-6256 1-800-441-8207 1-800-323-6256 1-888-288-7245 1-800-631-1274 1-800-441-8207 1-800-631-1274 1-800-631-1274 1-800-323-6256 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-631-1274 1-800-631-1274 1-888-288-7245 1-800-441-8207 1-800-323-6256 1-800-323-6256 1-973-748-5885

Fax Numbers Alabama Alaska Arizona Arkansas Asia California Colorado Connecticut Delaware District of Columbia Europe Florida Georgia Hawaii Idaho Illinois Indiana Iowa Kansas

1-800-432-7245 1-800944-9906 1-800-944-9906 1-800-944-9906 1-973-748-4520 1-925-706-1249 1-800-944-9906 1-800-432-7245 1-800-432-7245 1-800-432-7245 1-973-748-4520 1-800-432-7245 1-800-432-7245 1-925-706-1249 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-800-944-9906


1-412-747-0177 1-800-432-7245 1-800-432-7245 1-800-432-7245 1-412-747-0177 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-925-706-1249 1-800-432-7245 1-800-432-7245 1-800-944-9906 1-800-432-7245 1412-747-0177 1-800-432-7245


1-800-944-9906 1412-747-0177 1-800-944-9906 1-925-706-1249 1-800-432-7245 1-412-747-0177 1-800-432-7245 1-800-432-7245 1-800-944-9906 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-432-7245 1-800-432-7245 1-925-706-1249 1412-747-0177 1-800-944-9906 1-800-944-9906 1-973-748-4520

Guarantee We guarantee that all material will be carefully inspected before shipment. Any material which is not as represented can be returned with no cost to you. ATLANTIC TRACK & TURNOUT CO. will pay the freight both ways.

41Rail. Tee rail was first manufactured in the United States in 1845. Crane rail did not become available until the turn of the century. Either of these sections can be used in a crane runway system. Crane rail was specifically designed to carry very heavy loads at relatively slow speeds. Tee rail sections are used in top running crane applications and automatic retrieval systems. mE CRANE RAIL BOOK illustrates every crane and tee rail section presently manufactured and inventoried by Atlantic Track. Our rails are presented in descending order by weight starting with 175-lb crane rail and ending with 12-lb ASCE tee rail. Each page contains all the basic information needed to order the proper accessories for each rail section. Type and weight of rail is usually specified by the crane manufacturer or the design engineer. Our suggested weights of rail for estimating can be found in the Specifications section of this catalog. High quality light rail is required for both the proper construction of crane runway systems and the high-speed service demands of modern automatic retrieval systems. Crane rail can be supplied control cooled, end hardened or heat treated. Each piece of new rail in our inventory is documented by a mill certificate or a test report. Chemical and physical properties of all of our rails can be found in the Specifications section of mE CRANE RAIL BOOK. Our comprehensive inventory of all sections in standard or special lengths, drilled and undrilled, affords the customer ultimate flexibility in runway design. A chart showing foreign DIN profile rail is included at the end of this chapter. Note: Brand-to-brand installation is highly recommended on all new rail construction. The raised brand rail web identification should be on the same side for all connected rails.

9

41-

175-lb

CRANE

6"

Hold-Down

Specifications Nominal Weight Standard Lengths Standard Drilling Joint Bar Length Joint Bar Weight With Hardware Bolt Diameter See quick reference section for all other dimensions.

175lbs/yd 60'0" . 39'0"

4"x 5"x 6" 34" 69.4 Ibs/pr 86.6 Ibs/pr 1'/8"

Hook Bolt Clip Number Clamp & Filler Welded Stud Welded Holder Welded U-Bar Welded Clip Bolted Clip

10

Devices

1" 175 F1 S1

F2 S2

H1 U1

H2 U2

91 31.71

92 32

41-

171-lb

CRANE

6"


Hold-Down

171Ibs/yd 60'0". 39'0" 4"x5"x6" 34" 72.1 Ibs/pr 89.3 Ibs/pr 1%"

Devices

Hook Bolt Clip Number Clamp & Filler Welded Stud Welded Holder Welded Welded Clip Bolted Clip

1" 171 F1 S1

F2 S2

H1 U1

H2 U2

91 31-71

92 32

11

41-

140-lb

A.R.E.A.

75/16"

Hold-Down Devices

Specifications Nominal Weight Standard Length Standard Drilling Joint Bar Length Joint Bar Weight With Hardware Bolt Diameter See quick reference section for all other dimensions.

12

140lbs/yd 39'0" 3Y2"x 6" x 6" 36" 120Ibs/pr 132Ibs/pr 11/8"

HookBolt Clip Number Clamp & Filler

WeldedStud WeldedHolder WeldedU-Bar

1" 62 F1 S1

F2 S2

H1

H2

41-

136-lb

A.R.E.A.

S"owr ~ctua, Size

Head

75/16"

Base 6"

Hold-Down Devices


136lbs/yd 39/0" 3Y2"X6" x 6" 36" 116.71bs/pr 128.7Ibs/pr 1%"

Clip Number Clamp& Filler

Single 1" 62 F1

WeldedStud

S1

Heavy Duty Welded Holder

Single H1

§tandard Hook Bolt

Double

F2 S2 Double -~~ H2

Welded U-Bar

13

41t

135-lb

CRANE

53/4"

Hold-Down


1351bs/yd 60'0" . 39'0"

4"x5"x6" 34" 57.8 Ibs/pr 74.2lbs/pr 1%"

Hook Bolt Clip Number Clamp & Filler Welded Stud Welded Holder Welded U-Bar Welded Clip Bolted Clip

14

Devices

1" 62 F1 S1

F2 S2

H1 U1

H2 U2

91 31.71

92 32

41-

133-lb

A.R.E.A.

71/16"

Specifications Nominal Weight Standard Length Standard Drilling Joint Bar Length Joint Bar Weight

WithHardware Bolt Diameter See quick reference section for all other dimensions.

Hold-Down Devices 133 Ibs/yd 39'0" 3%" x 6" x 6" 36" 116.71bs/pr

HookBolt Clip Number Clamp & Filler

WeldedStud

1" 62 F1 S1

F2 S2

H1

H2

128.7Ibs/pr 1'/s"or 1"

WeldedHolder WeldedU-Bar

15

41-

132-1b

A.R.E.A.

7118"


16

Hold-Down Devices 132lbs/yd 39'0" 3%" x 6" x 6" 36" 113.1Ibs/pr 125.7Ibs/pr 11/8"or1"

Double Clip Number Clamp &Filler Welded Stud

1" 62 F1 S1

Welded Holder

H1

Hook Bolt

Welded U-Bar

F2 -S2

Double H2

41t

119-lb

A.R.E.A.

613/16"

Specifications Nominal Weight

Hold-Down Devices

Standard Length

119lbs/yd 39'0"

Standard Drilling

3%" x 6" x 6"

Joint Bar Length

36"

Joint Bar Weight With Hardware Bolt Diameter See quick reference section for all other dimensions.

93.8 Ibs/pr 105.8 Ibs/pr 1"

Double

HookBolt Clip Number Clamp & Filler WeldedStud

1" 62 F1 S1

F2 S2

WeldedHolder

H1

HZ

Welded U-Bar

17

41-

115-1b

A.R.E.A.

65/8"

Hold-Down Devices

Specifications Nominal Weight Standard Length Standard Drilling

3112"x 6" x 6"

Joint Bar Length

36"


18

115lbs/yd 39'0"

93.8 Ibs/pr 105.8 Ibs/pr 1"

Hook Bolt

1"

Clip Numbers

62

Clamp & Filler Welded Stud

S1

F2 S2

Welded Holder

H1

H2

Welded U-Bar

F1

41-

105-lb

CRANE

53116"

Specifications

NominalWeight Standard Length Standard Drilling Joint Bar Length Joint Bar Weight With Hardware Bolt Diameter See quick reference section for all other dimensions.

Hold-Down Devices 105 Ibs/yd 39'0" 4" x 5" x 6" 34" 51.6lbs/pr 61.0 Ibs/pr 7/8"

Hook Bolt

1"

Clip Number Clamp & Filler WeldedStud

F2 S2

Holder Welded U-Bar

Bolted Clip

H2

91 31.71

32

19

41t

104-1b

CRANE

5"

Hold-Down Devices


104 Ibs/yd 60'0"

.

39'0"

4" x 5" x 6" 34" 60.2 Ibs/pr

Hook Bolt Clip Number Clamp & Filler Welded Stud

F2 S2

H1 U1

H2 U2

91 31.71

92 32

71 .4 Ibs/pr

1"

Welded Holder Welded U-Bar Welded Clip Bolted Clip

20

1" 62 F1 S1

41-

100-lbt

A.R.A.-A

6"

Hold-Down Devices


100Ibs/yd 39'0" 211,1,6"

x 5112"

24"

62.7 Ibs/pr 70.7Ibs/pr 1"

HookBolt Clip Numbers Clamp & Filler Welded Stud Welded Holder Welded U-Bar

1" 103-62 F1 S1

F2 S2

H1 U1

H2 U2 tOccasional Foreign Rolling

21

~I-

100-1b

A.R.A.-B

541j64"

Specifications

Hold-Down

Standard Length

100 Ibs/yd 39'0"

Standard Drilling

(Stocked Blank)

Nominal Weight

Joint Bar Lengths Joint Bar Weights With Hardware Bolt Diameter

58.5 Ibs 81.0 Ibs/pr 66.5 Ibs . 93.0 Ibs/pr 1"

See quick reference section for all other dimensions.

22

.

26". 36"

Devices

Hook Bolt Clip Number Clamp & Filler Welded Stud Welded Holder Welded U-Bar

1" (VerifyUse) F1 S1 H1 U1

F2 S2 H2 U2

41-

100-lb

A.R.E.A.

6"

Specifications Nominal Weight

Hold-Down Devices

Standard length

100 Ibs/yd 39'0"

Standard Drilling

2"116"x 5V2"

Joint Bar length Joint Bar Weight With Hardware Bo)! Diameter see quick reference section for all other dimensions.

24" 62.7Ibs/pr 70.7Ibs/pr 1"

Hook Bolt

1"

Clip Numbers Clamp & Filler Welded Stud Welded Holder

H1

H2

Welded U-Bar

U1

U2

23

41-

90-lb

A.R.A.-A

55/8"

Hold-Down Devices

Specifications Nominal Weight Standard Length

90 Ibs/yd 39'0"

Standard Drilling

(Stocked Blank)

Clip Numbers

Joint Bar Length

24"

Joint Bar Weight With Hardware

62.4 Ibs/pr 70.0 Ibs/pr 1"


Bolt Diameter See quick reference section for all other dimensions.

24

HookBolt

7/8"

106.62 F1 S1

F2 S2

U1

U2

Welded Holder Welded U-Bar

41-

85-lb

A.S.C.E.

S"OW""i~ctl.a. Size

Head 29/16"

53/16"

Base 53/16"

Hold-Down Devices

Specifications

Joint Bar Length

85lbs/yd 40'0" 21/2"x 5" 24"

Joint Bar Weight With Hardware

49.6 Ibs/pr 55.0 Ibs/pr

Nominal Weight Standard Length Standard Drilling

Bolt Diameter See quick reference section for all other dimensions.

7/8"

Standard Hook Bolt Clip Numbers Clamp & Filler Welded Stud

Single 7/8" 103.106 F1 S1

Heavy Duty Welded Holder

Single

Welded U-Bar

U1

Rubber Nose

Single 91 31-71

Welded Clip Bolted Clip

Double

F2 S2 Double U2 Double 92 32

25

41-

80-lb

A.S.C.E.

5"

Hold-Down Devices

Specifications

NominalWeight Standard Length Standard Drilling Joint Bar Length Joint Bar Weight With Hardware Bolt Diameter See quick reference section for all other dimensions.

80 Ibs/yd 40'0" 21/2"x 5" 24" 46.0 Ibs/pr 51.4lbs/pr 7/8"

Hook Bolt Clip Numbers Clamp & Filler

WeldedStud Welded Holder WeldedU-Bar Welded Clip Bolted Clip

26

103.106 F1 S1

F2 S2

U1

U2

91 31.71

92 32

41-

60-lb

A.S.C.E.

4114"

Hold-Down Devices

Specifications

Standard Drilling

60 Ibs/yd 40'0".30'0" 2%" x 5"

Joint Bar Lengths

20". 24"

Nominal Weight Standard Lengths

Joint Bar Weights With Hardware Bo.!t Diameter

27.2 Ibs.32.5 Ibs/pr 30.1 Ibs. 35.4 Ibs/pr 3/4"

Hook Bolt Clip Numbers Clamp & Filler Welded

Stud


3/4"

103.106 F1 S1

F2 S2

U1

U2

91 Bolted Clip

31.71

27

_It

40-lb

A.S.C.E.

3%"

Hold-Down Devices

Specifications Nominal Weight Standard Lengths

40 Ibs/yd 40'0" . 30'0"

Standard Drilling

2112"x 5"

Joint Bar Length

20" 15.2Ibs/pr 18.2 Ib /pr 3/4"


Hook Bolt Clip Numbers Clamp & Filler Welded

Stud


28

103.114.120 F1 S1

91 31-71

41-

30-lb

A.S.C.E.

3%"

Specifications Nominal Weight Standard Lengths Standard Drilling Joint Bar Length Joint Bar Weight With Hardware Bolt Diameter

Hold-Down Devices

30 Ibs/yd 40'0".30'0" 2"x4" 16%" 7.0Ibs/pr 8.5 Ibs/pr 5/8"

Clip Number Clamp & Filler Welded Stud

114 F1 S1

F2


31.71

29

~It

25-lb

A.S.C.E.

23/4"

Hold-Down


25 Ibs/yd 40'0".30'0" 2"x4" 16%" 5.7 Ibs/pr 6.6 Ibs/pr '12"

Devices

Hook Bolt

'12"

Clip Number

114 F1 S1

Clamp & Filler Welded Stud Welded Holder Welded U-Bar Welded Clip Bolted Clip

30

31-71

F2

41-

20-lb

A.S.C.E.

25/8"

Specifications Nominal Weight Standard length Standard Drilling Joint Bar length Joint Bar Weight With Hardware Bolt Diameter See quick reference section for all other dimensions.

Hold-Down

20 Ibs/yd 30'0" 2"x4" 16'/8" 4.2 Ibs/pr 5.0 Ibs/pr '/2"

Devices

Hook Bolt

'/2"

Clip Number

114


F1

F2

S1


31-71

31

41t

16-lb*

A.S.C.E.

23/8"


161bs/yd 30'0" 2"x4" 16%" 3.6lbs/pr 4.4 Ibs/pr 1/2"

Hook Bolt Clip Number Clamp & Filler Welded Stud

F1 S1

Welded U-Bar

*Subject to Mill Accumulation

32

41-

12-lb*

A.S.C.E.

2"

1 Specifications Nominal Weight

Hold-Down Devices

Standard Length

12 Ibs/yd 30'0"

Standard Drilling

2"x4"

Joint Bar Length Joint Bar Weight With Hardware Bolt Diameter See quick reference section for all other dimensions.

16'/8" 2.9 Ibs/pr 3.7 Ibs/pr 112"

Hook Bolt

1/2"

Clip Number Clamp & Filler Welded Stud

F1 S1

Welded Holder Welded U-Bar *Subject to Mill Accumulation

33

41-

A150 to A45

DIN

Height

DIN Profile Rail* DIN

Base

Head

Web

Weiaht

Height mm in

mm

in

mm

in

mm

in

kg/m

Ibs/yd

A 150

150

5.91

220

8.66

150

5.91

80

3.15

150.30

302.99

A 120

105

4.13

220

8.66

120

4.72

72

2.83

101.30

204.21

A 100

95

3.74

200

7.87

100

3.94

60

2.36

75.20

151.60

A 75

85

3.35

200

7.87

75

2.95

45

1.77

56.60

114.10

A65

75

2.95

175

6.89

65

2.56

38

1.50

43.50

87.69

A55

65

2.56

150

5.91

55

2.17

31

1.22

32.00

64.51

A45

55

2.17

125

4.92

45

1.77

24

.94

22.20

44.75

Number

*Special order. Quantity will determine availability of grades 70, 80 or 90. NOTE: For U.S./Metric conversion tables see page 102

34

41Joint Bars and Bolts. This section of THE CRANE RAIL BOOK illustrates the three types of bolted joint bars which are currently in service. Our charts show the type of bar which is supplied for each rail section. An additional chart shows standard rail drilling and bar punching. The illustrations are intended to show typical shapes exclusive of size. The weight per pair and length of each type is listed under the matching rail profile in the preceding section of this catalog. Six-hole joint bars are provided for all crane rail sections. Tee rail sections over 100-lb per yard also require six-hole joint bars. Rails 100-lb per yard and less are furnished with four-hole joint bars. Tee rail joint bars are punched to leave a 1/8" clearance between rail ends. Crane rail joint bars are punched to provide a tight fit between rail ends. Tight fit joints for 6o-lb ASCE, 40-lb ASCE, and 30-lb ASCE can also be shipped promptly from stock. Other tight fit joint bars, non-standard joint bars, compromise joint bars and insulated joint bars can be fabricated on special order. Crane rail bolts are medium carbon, heat treated per ASTM specification A-325 and are furnished complete with heavy hex nuts and lockwashers. Tee rail bolts are standard button-head oval-neck track bolts complete with heavy square nuts. Lockwashers are furnished on request. Joint bars with bolts and nuts are another component of the crane runway system that Atlantic Track & Turnout Co. can "Package-Ship" promptly from stock.

35

41t

175-lb to 12-lb

Joint Bars

FullToe

Splice

Short Toe

Joint Bars

36

Rail Type

Splice

Crane Rail

175-lb Crane to 104-lbCrane

Tee Rail

85-lb ASCE to 12-lb ASCE

Full Toe -

1OO-IbARA-B

Short Toe 140-lb AREA to 1OO-IbAREA 1OO-IbARA-B 1OO-IbARA-A 90-lb ARA-A

41-

175-lb to 12-lb

-" c

0

B D

Joint Bars

-Jlt.A

6

0 Rail Drilling

Bar Punching

Joint Bars Standard Rail Drillings A B C*

Bar Punchings 0 E

F*

Crane Rail

140 AREA to

4" 5" 6"

31/2" 6" 6"

715/16" 5"

6"

100AREAand 100ARA-A

85 ASCEto 40 ASCE

30 ASCEto 12ASCE

100ARA-B

90 ARA-A

211116" 5112" 5%"

Rail Stocked Blank

Rail Stocked Blank

2112" 5" -

7118" 6"

5112"

-

-

-

5%"

4%"

6"

5%"

-

5" -

4" -

115AREA

5112"

-

2" 4"

-

*These dimensions to be omitted for 4-hole bars.

37

418

Crane Rail

Bolts

~ Diameter

Thread

Length

Crane Rail Bolts RailSection

Diameter

175-lbCRANE

1%"

6114"

2"

171-lbCRANE

1%"

61/4"

2"

135-lbCRANE

11/8"

5%"

2"

105-lb CRANE

7/8"

5"

13/4"

104-lbCRANE

1"

5%"

13/4"

Length

Manufactured per ASTM A325 complete with heavy hex nuts and %" lockwashers.

38

Thread

41-

Tee Rail

Bolts

Diameter

Thread

Length

Tee Rail Bolts Rail Weight 140.136

Diameter

Length

Thread

Pieces.

11/8"

6"

2%"

75

133.132

1% or 1"

6"

2% or 2%"

750r105

119.115

1"

5%"

2%"

111

100

1"

5%"

2%"

111

90

1"

5"

2114"

118

85.80

7/8"

4%"

2"

163

70

3/4"

4"

13/4"

254

60

3/4"

3%"

13/i'

272

40

3/4"

3"

13/i'

293

30

5/8"

2%"

1%"

520

25

1/2"

2%"

1%"

858

1/2"

2"

11/8"

990

20.16.12 *Average per 200-lb keg.

Manufactured to AREA specifications.

39

_It


1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-973-748-5885 1-888-288-7245 1-800-323-6256 1-800-631-1274 1-800-631-1274 1-800-631-1274 1-973-748-5885 1-800-631-1274 1-800-631-1274 1-888-288-7245 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-800-323-6256


1-800-441-8207 1-800-631-1274 1-800-631-1274 1-800-631-1274 1-800-441-8207 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-888-288-7245 1-800-631-1274 1-800-631-1274 1-800-323-6256 1-800-631-1274 1-800-441-8207 1-800-631-1274


1-800-323-6256 1-800-441-8207 1-800-323-6256 1-888-288-7245 1-800-631-1274 1-800-441-8207 1-800-631-1274 1-800-631-1274 1-800-323-6256 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-631-1274 1-800-631-1274 1-888-288-7245 1-800-441-8207 1-800-323-6256 1-800-323-6256 1-973-748-5885


1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-973-748-4520 1-925-706-1249 1-800-944-9906 1-800-432-7245 1-800-432-7245 1-800-432-7245 1-973-748-4520 1-800-432-7245 1-800-432-7245 1-925-706-1249 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-800-944-9906

Kentucky Louisiana Maine Maryland (East) Maryland (West) Massach usetts Michigan Minnesota Mississippi Missouri Montana Nebraska Nevada New Hampshire New Jersey New Mexico New York (East) New York (West) North Carolina

1-412-747-0177 1-800-432-7245 1-800-432-7245 1-800-432-7245 1-412-747-0177 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-925-706-1249 1-800-432-7245 1-800-432-7245 1-800-944-9906 1-800-432-7245 1-412-747-0177 1-800-432-7245


1-800-944-9906 1-412-747-0177 1-800-944-9906 1-925-706-1249 1-800-432-7245 1-412-747-0177 1-800-432-7245 1-800-432-7245 1-800-944-9906 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-432-7245 1-800-432-7245 1-925-706-1249 1-412-747-0177 1-800-944-9906 1-800-944-9906 1-973-748-4520


40

_It Hold-Down Devices. There are many ways to anchor rail to the crane runway structure. Atlantic Track & Turnout Co. can supply any hold-down device specified by the crane manufacturer or the design engineer. Hook Bolts. Atlantic Track can fabricate hook bolts for use with every rail section. Hook bolts are the most frequently specified hold-down devices for rails less than 80-lb per yard. Our hook bolts are furnished complete with hex nuts and lockwashers. Since each order is custom made in our own warehouse, we can "Package Ship" the entire runway promptly from stock. Illustrations are half size.

Standard Rail Clips. Large inventories of rail clips are available for most rail sections. Tolerances are :tl/32"; however, please check current dimensions before prefabrication of runway beams or channels. Illustrations are actual size. Standard Rail Clamps. Our single, double, tight or loose fit, clamp and reversible filler sets are available for all rail sections. Clamps allow for easy adjustment in alignment during installation. In addition, studs can be welded to either the girder or to the filler plate where thru-structure fastening is impossible. Illustrations are actual size. Heavy Duty Clamps. We can supply either clip and holder or clip and V-bar sets which are welded to the runway structure for severe service applications. Both can be furnished as single or double hole and are adjustable for tight or loose fit. Illustrations are actual size. Soft Mounted Systems. In general, we recommend that rubber nose clips and resilient pads be considered when the rail weight is 80-lb per yard or heavier, or the runway is over 500 feet in length. Section (E) of THE CRANE RAIL BOOK is devoted entirely to this type of construction. In-house fabrication and large inventories assure faster shipment of the complete runway system.

41

418

175-lb to 12-lb

Hook Bolts For Use On Beams Rail Bolt Weight

Diameter

Average Bolt Weight*

Normal Spacing

175-lb to 90-lb

1"

3.25 Ibs

Pairs 5112"apart every 2 feet

90-lb

7/a"

2.461bs

Pairs 5112"apart every 2 feet

85-lb and 80-lb

7/a"

2.381bs

Pairs 4" apart every 2 feet

60-lb and 40-lb

3/4"

1.521bs


30-lb

5/8"

O.971bs


25-lbto 12-lb

V2"

O.521bs


*All hook bolts supplied with hex nuts & lockwashers.

42

Hook Bolts

41t

175-lb to 12-lb

Hook Bolts

;':. := Sc~le

Hook Bolts For Use On Channels Rail Weight

Bolt Diameter

Channel Size

Average Bolt Weight*

Normal Spacing

175-lbto 100-lb

1"

15"

4.50 Ibs

Pairs 5%" apart every 2 feet

175-lbto 100-lb

1"

12"

3.831bs


90-lb

7/8"

15"

3.501bs


90-lb

7/8"

12"

2.821bs


85-lb and 80-lb

7/8"

15"

3.001bs


85-lb and 80-lb

7/8"

12"

2.731bs


60-lb and 40-lb

3/4"

12"

1.931bs


30-lb

5/8"

12"

1.271bs


25-lbto 12-lb

'12"

12"

.801bs


25-lbto 12-lb

V2"

10"

.71 Ibs


Typical

*AII hook bolts supplied with hex nuts &lockwashers.

;J \Jl'oer:

Specif:.

'ai~ ,V~I;~II &. '''',

section, channel size and weigl'1t. 43

41t

175-lb to 12-lb

Hook Bolt Holes

A

Remaining holes on 24" centers

Hook Bolt Hole Spacing* RailWeight 175-lb to 104-lb

A

B

C

D

60'

23"

25"

20%"

175-lbto 90-lb

39'

23"

19"

20%"

85-lb to 40-lb

40'

16"

20"

14"

30-lb and 25-lb

40'

12"

24"

10"

4" 4" 4"

60-lb and 40-lb 30-lb to 12-lb

30'

16"

20"

14"

30'

12"

24"

10"

*See page 37 for rail end drilling.

44

E 5112" 5%" 4"

41-

175-lb Crane Shown

No. 175 Clip

Actual Size

.I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I I I I I I I I I I I

13/8"

23/4"

13/8"

3%" I I I I . I I I I

1118" ----.

7/8"

I I I I I I I I

I 1"

1118"

3/8"

No. 175 Clip Clip Weight

Bolt Diameter

[

1.91bs I 1" Please specify if clip is to be welded.

UseWith

Normal Spacing

175-lbCrane

Pairs every 2 feet

To order: Specify clip number. All clips supplied without bolts. 45

41-

171-lb Crane

No. 171 Clip

1%"

2112"

1114"

41/2"

11/2"

1"

11/2"

11/4"

3/4"


3.31bs

Bolt Diameter I

1"

Please specify if clip is to be welded.

46

UseWith

Normal Spacing

171-lbCrane

Pairs every 2 feet

41-

140-lb to 90-lb

No. 62 Clip

MU

I I I I I I I I I I I I I I I I I I I I I I I I I I

1%"

2%"

1%"

23/4" I I I I I I I

3.4"

I I I I I I I

3/4"

~a"

15A6"

3/a"


Bolt Diameter

UseWith

Normal Spacing

140-lb AREA to 100-lb AREA

1.21bs

1"

135-lb Crane to 104-lb Crane 100-lb ARA-A' 90-lb ARA-A

Pairs

every

2 feet


Gage Rail Base + 1%" 47

~18

100-lb to 40-lb

No. 103 Clip

2" 1" ~

3/4"

No. 103 Clip Clip - Weight

.581bs

Bolt Diameter

Use With

Normal Spacing

3/4"

100-lbAREA.100-lbARA-A 85-lb ASCE tol40-lb ASCE

Pairs every 2 feet


Gage Rail Base + 1%"

48

41t

90-lb to 60-lb

No. 106 Clip

;::..r.\J,In I"II I;:::u

t 1" 2" 1"

3114" I I I I I I

3/4"

1"

t

I I I I I I

..

3f4"

11/2"


Bolt Diameter

Use With

3/4"

85-lb ASCE to 60-lb* ASCE *No. 106W Fits 60-lb ASCE

Normal Spacing

90-lb ARA-A

1.051bs

Pairs every 2 feet


Gage Rail Base + 2"

.:a" ,l'

5 49

41-

40-lb

No. 120 Clip

2"

3/4"

11f4"


.811bs

Bolt Diameter I

%"


50

UseWith

Normal Spacing

4O-lbASCE

Pairs every 2 feet

418

40-lb to 20-lb

No. 114 Clip

Shown Actual Size

I I I I I I I I I I I I I I I

1% 3/4"

I 111j16"

1/2"

7/16~J1/4"


.241bs

I

Bolt Diameter

UseWith

Normal Spacing

%"

40-lb ASCE to 20-lb ASCE

Pairs every 2 feet


Gage Rail Base + 1"

To order: Specify clip number. All clips supplied ufithout (,l\lts. 51

41-

175-lb to 104-lb

Loose Clamp & Filler

11/2"

~() ------------

Single clips and fillers are half len gth

3"

~)

11/2"

Reversible Filler ~

6"

Double Clamp

2112"---.

33/4"

..

Loose Fit Clamp & Filler Type F1L F2L S1L* S2L*

Stud Dia.*

Holes

Bolt Dia.

Single Double

-

Avg. Weight 2.921bs

Normal Spacing

1" 1" -

-

5.841bs

Pairs every3 feet

1"

3.40 Ibs

Pairs every2 feet

-

1"

6.801bs

Pairs every3 feet

Single Double

*Studs can be welded to girder or filler plate where thru-structure

Gage Railbase plus 2%" 52

fastening

Pairs every 2 feet

is impossible.

4-

175-lb to 104-lb

s'

JJght Clamp & Filler '"

t 1112"

1+()

3{)

------------

Single

-------------------

clips and fillers are half length

3~{)

3{ )-

3"

6"

1112"

t Reversible Filler

Double Clamp

2112"

33/4"

Tight Fit Clamp & Filler Type

Holes

BoltDia.

FH

Single

1"

F2T

Double

SH*

Single Double

S2T*

1" -

Stud Dia.*

-

Avg. Weight

Normal Spacing

2.691bs

Pairs every2 feet

-

5.381bs

Pairs every3 feet

1"

3.171bs

Pairsevery 2 feet

1"

6.341bs

Pairs every3 feet

*Studs can be welded to girder or filler plate where thru-structure fastening is impossible.

Gage Rail base plus 2%"

supplied ,,",ithou' t ~Its 53

tit

100-lb to 12-lb

Loose Clamp & Filler

Single clips and fillers are half length

3"

6"

1112"

Double Clamp 33/4"

2112"

Loose Fit Clamp & Filler Type Holes BoltDia. F1L

Single

F2L

Double

S1L*

Single Doable

S2L*

Stud Dia.* -

..

Avg. Weight 1.72lbs

Normal Spacing

3/4" -

-

3.441bs

Pairs every3 feet

3/4"

1.991bs

Pairsevery 2 feet

-

3/4"

3.981bs

Pairs every3 feet

3/4"

Pairs every2 feet



54

~It

100-lb to 12-lb

Tight Clamp & Filler

Not to Scale

t 1112"

'~{)

:c )

~------------

Single. clips and fil lers are half length

-----..-------------.

~,C)

,C)

3"

6"

11/2"

! Reversible Filler ~

2112"

Double Clamp 33/4"

~

Tight Fit Clamp & Filler Type F1T F2T S1T* S2T*

Holes

BoltDia.

Stud Dia.*

Avg. Weight 1.591bs

Normal Spacing

Single Double

3/4"

-

3/4"

-

3.18 Ibs

Pairsevery 3 feet

Single Double

-

3/4"

1.861bs

Pairsevery 2 feet

-

3/4"

3.721bs

Pairs every 3 feet

Pairs every2 feet



To order: Specify rail weight and section. All clamps supplied without bolts. 55

418

175-lb to 100-lb

Clip and Holder 15116"

I I I I I I

29/16"

3112"

Single Welded Clip and Holder Type

Holes

Bolt Size.

Construction

I

lOne I %" x 2%" *High strength bolt with nut and lockwasher. H1

Gage Adjustable by slotted hole 56

Forged A36 Steel

Weight

I

5.20 Ibs

Normal Spacing

I

Pairs every 2 feet

41t

175-lb to 100-lb

Clip and Holder

Shown Actual Size

15116"

I I I I I

I I I I I

I

23116" I Slotted Hole ~------------------------------

3%

Double Welded Clip and Holder Type H2

Holes I

Two

BoltSize. I

W' X 2%"

Construction I

Forged A36 Steel

Weight I

9.101bs

Normal Spacing I

Pairs every 3 feet

*Highstrength bolt with nut and lockwasher.

Gage Adjustable by slotted hole

To order: Specify rail weight and 'Nithout bo~ts,

57

41t

175-lb to 60-lb

Clip and U-Bar

2114"

23/0"

3%"

Welded Clip and U-Bar Type U1* U2*

Holes

Bolt Size

Weight

Normal Spacing

Single

7/8"x 21/4"

4.451bs

Pairs every 2 feet

Double

7/8"x21/4"

8.901bs

Pairs every 3 feet

t

*Not available for 140-lb AREA to 115-lb AREA. tHigh strength bolt with nut and lockwasher.

58

Gage Adjustable by weld location

41t Rubber Nose Clips. Since the early 1970's, a two-piece, adjustable, self-locking, rubber nose clip with a steel-reinforced rubber pad has been used to soft-mount crane rail to the runway beam. Soft mounted systems should be considered when the runway is over 500 feet in length, the cranes are in D, E, or F service*, or the rail weight is 80-lb per yard or heavier. Exclusively offered to the U.S. market by Atlantic Track & Turnout Co., the CRANRAILsystem incorporates many important improvements to the original system design. Soft Mounted Systems. Increase the life of the rail, the crane and the runway girders. Continually supported crane rail installations should include the Mark VII rubber pad. Welded rail joints are recommended for heavy duty service. Reduce maintenance costs. Initial cost is quickly recovered by reduction or elimination of crane downtime

Rubber Pads. Continuous steel reinforced rubber pad. Provide flexible bearing between the rail and the beam. Eliminate metal to metal contact. Uncoated steel reinforcing for a more efficient elastomeric bond. Reduce noise and vibration. Unaffected by dirt, oil or grease. Also available as a non-reinforced individual resilient pad for discontinuous support installations CRANRAIL Clips. Welded single or double-bolt design. Bolted one or two-hole design. Horizontal rail adjustment up to 3/4" on standard clip and 5/16" on special clip for narrow beam runways. Rubber nose is bonded into recessed cavity

Tie Backs. Custom-fabricated at our plant to ensure proper beam! column coupling. Relieve stresses between building structure and crane runway. Detailed information on complete assembly design available upon request

Additional Information. Engineering and Technical Manual. Power Point product presentation. Guidance notes on crane runways (i.e., welding, temperature, concrete, ete.) . Complete bid submittal packages THE CRANE RAIL BOOK illustrates every crane rail and tee rail section presently manufactured and inventoried by Atlantic Track & Turnout Co. In addition, a chart is included showing dimensions in both inches and millimeters for the most popular DIN profile crane rails. All of the rubber nose clips and resilient pads that are described in the following pages are inventoried at one of our warehouse locations. Complete soft mounted systems can be shipped promptly from stock. *Seepages (103 & 104)

59

41t

175-lb to 20-lb

Minimum

Support Width

Verify all Crane Clearances

Minimum SUQ20rt Width

~

~

Minimum Support Width Crane Rail

Clip

Number

175

171

9220/20

12%

12%

115,1,6 115,1,6

11%

9216/08

9%

9%

810/16

8%

815,1,6 8%

9120/15

12

12

113,1,6 113,1,6

11

113/16 11

9116/10

911j,6*

9%*

9116/08

815/16

7120/10 3226/15 3124/15

135

815/16

12

12

1113,1,61113,1,6

3120/15 3116/10 *Use without pad only.

60

ASCE Rail

105

815/16

815/16

113/16

104

85

80

911j,6*

60

40

8%

8

8%

8

7%

8%

810/16

8%

8

7%

11

113,1,6 11

10%

9%

11

1013,1,6

11

11

1013,1,6 11

20

10%

815/16

11

30

61fs

1013,1,6101j,6

8%

7% All dimensions

7%

6%

are in inches.

41-

175-lb to 60-lb

Crane Runway Pad

Verifyall Crane Clearances

Continuous Sole Plate and Pad

CRANRAILMark VIIContinuous Steel Reinforced Rubber Pad* Rail Sections 175CR 171CR 135CR 105CR 85ASCE

Width of Pad

length of Pad

146mm 12 meter 18 meter

Specifications Property

Test Method

Requirement

Hardness

ASTM 01415 ISO 48

75°:t5° IRHO

Compression Set

ASTM 0395 ISO 815

max5%

Oil Resistance

ASTM 0471 ASTM Oil NO.2 ISO 817

max swelling 10%

ASTM 01429 ISO 813

min 55lbf/in

ASTM 01054 ISO 4662

min 30%

ASTM 01456 ISO 37

min 1,800psi

ASTM 01456 ISO 37

min 250%


104CR 80ASCE


60ASCE

98mm

12 meter

Bond Strength

t

Rebound Resilience Tensile Strength Elongation

t

t

*CRANRAll Mark II Non-Reinforced Individual Pads are Also Available

t Criticalperformance areas for all steel reinforced rubber pads. 61

~18

175-lb to 104-lb

Rubber Nose Clips


D A

x

r

y

! C

B

Welded Base. CRANRAILDouble-Bolt Clip with Pad Sketch

Specifications Clip* Number

Rail Sections

Clip Weight

Adjustment

High Strength Captive Bolt Lateral Dia. Load Capacity

A

B

Dimensions C

X

Y

9220 20/40

175CR 135CR 105CR 104CR

5.47 Ibs.

%

45 kips

20mm

65116

2%

7116

19/16

2%

9220 20/45

171 CR

5.51 Ibs.

%

45 kips

20mm

65/16

2%

7/16

1%

2%

9216 08/40

175CR 171 CR 135CR 105CR 104CR

3.09Ibs.

5116

29 kips

16mm

5 11116 1%

%2

1%

2

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetennine complete clip number.

62

Unless otherwise noted, all dimensions are in inches.

41-

85-lb to 80-lb

Rubber Nose Clips

Not to Scale Verifyall Crane Clearances

D A

x

I

y ~

C

J

B

..

Welded Base. CRANRAILDouble-Bolt Clip with Pad Rail Clip* Number Sections

9216 08/40

Clip Weight

85ASCE 80ASCE 3.09 Ibs.

Specifications High Strength Captive Bolt Adjustment Lateral Dia. Load Capacity

5/16

29 kips

16mm

Sketch Dimensions A

B

C

X

Y

511j16

1%

0/32

1%

2

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetermine complete clip number.


63

_It

175-lb to 104-lb

Rubber Nose Clips


D A

x

r

y

~

C

Welded Base.

CRANRAIL Double-Bolt Clip without Pad Sketch


Rail Sections

B

Clip Weight

Adjustment


Dimensions

A

B

C

X

Y

9220 20/40

175CR 171CR 135CR 105CR 104CR

5.47 Ibs.

%

45 kips

20mm

65/16

2%

7/16

19/16

2%

9216 08/40

175CR 171 CR 135CR 105CR 104CR

3.09 Ibs.

0/16

29 kips

16mm

51Y16

1%

5/32

1%

2

CRANRAILClips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetermine complete clip number.

64


41-

85-lb to 80-lb

Rubber Nose Clips


D A

x

I

y

~ C

Welded Base.

.

B

J

CRANRAIL Double-Bolt Clip without Pad Sketch


Rail Sections

Clip Weight

9216 08/40

85ASCE 80ASCE

3.09 Ibs.

Adjustment

5/16


29 kips

16mm

Dimensions

A

B

C

X

Y

511j16

1%

5/32

1%

2

CRANRAILClips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetermine complete clip number.


65

418

175-lb to 104-lb

Rubber Nose Clips


1 A

J

r

y

C

~ Welded Base. Rail Clip* Number Sections

B

CRANRAIL Single-Bolt Clip with Pad Clip Weight


Sketch Dimensions A

B

C

X

Y

9120 15/41

175CR 171CR 135CR 104CR

3.09 Ibs.

%

27 kips

20mm

3%

2%

%

1%

23/16

9120 15/38

105CR

2.87 Ibs.

%

27 kips

20mm

3%

2%

%

1%

23/16

9116 08/37

105CR

1.59 Ibs.

5/16

12 kips

16mm

3%

1%

%2

17/16

1%


66


41-

85-lb to 30-lb

Rubber Nose Clips

Verifyall CraneClearances

1 A

.

I

r

I

Y

I

\IJ

IC I

B

t Welded Base.

CRANRAIL Single-Bolt Clip with Pad Sketch Dimensions


Rail Sections

Clip Weight

Adjustment


A

B

C

X

Y

3%

2%

%

1%

23/16

1%

5/16

1%

1%

9120 15/38

85ASCE 80ASCE 2.87 Ibs. 60ASCE

%

27 kips

20mm

9116 10/32

60ASCE 40ASCE 1.46 Ibs.

%

9 kips

16mm

9116 08/37

85ASCE 80ASCE 60ASCE 1.59 Ibs. 40ASCE

0/16

12 kips

16mm

3%

1%

%2

17/16

1%

9116 08/29

30ASCE 1.46 Ibs.

5/16

12 kips

16mm

3%

1%

5/32

1%

1%

213/16

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size will determine complete clip number.

Unless

otherwise

noted,

all dimensions

are in inches.

67

~It

175-lb to 104-lb

Rubber Nose Clips


1 A

J

r

y

~ Welded.

C

B

CRANRAILSingle-Bolt Clip without Pad

Rail Clip* Number Sections

Clip Weight


Sketch Dimensions A

B

C

X

Y

9120 15/38

175CR 171CR 135CR 105CR 104CR

2.87 Ibs.

%

27 kips

20mm

3%

2%

%

1%

23116

9116 08/29

105CR

1.46Ibs.

5/16

12 kips

16mm

3%

1%

%2

1%

1%


68


41-

85-lb to 30-lb

Rubber Nose Clips


1

D

A

J

r

y

~ Welded Base. Rail Clip* Number Sections

C

B

CRANRAIL Single-Bolt Clip without Pad Clip Weight

9120 15/38

85ASCE 80ASCE 2.87 Ibs. 60ASCE

9116

60ASCE

10/25

40ASCE

9116 08/29

85ASCE 80ASCE 60ASCE 1.46 Ibs. 40ASCE 30ASCE

1.32Ibs.


Sketch Dimensions A

B

C

X

Y

1112 23/16

%

27 kips

20mm

3%

2%

%

%

9 kips

16mm

213/16

1%

0/16

1

1%

5/16

12 kips

16mm

3%

1%

5/32

1%

1%

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size will determine complete clip number.

Unless otherwise noted, all dimensions

are in inches.

69

tit

175-lb to 104-lb

Rubber Nose Clips


D A

r

Y

~ C B

Bolted. Clip* Number

CRANRAILTwo-Hole Clip with Pad Rail Sections

Q .- '6' C::e

!!!.

(Q :T ...

3226 15/40

175CR 171CR 135CR 105CR 104CR

3.15

> Co c' !/j ... 3 CD :J ...

%

Sketch Dimensions

Bolts (not included) Lateral Load Capacity (kips) A307

A325

23

56

Dia.

A

B

C

1

6

313116

2%

X

19116

Y**

2

CRANRAILClips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetennine complete clip number. Unless otherwise noted, all dimensions are in inches, **Dimensionfor recommended bolt. Customer substitution could change length.

70

48

85-lb to 40-lb

Rubber Nose Clips

'J' LV S~E! e


D t " ...

A

r

Y

~ C B -I--

8--j ~

Bolted. CRANRAILTwo-Hole Clip with Pad Rail Clip* Number Sections

g _1J tT:e

!II CD --. Ie :T

-

3226 15/40

85ASCE 80ASCE 60ASCE 40ASCE

3.15

:J>

a. '2'

CD -

en 3

%

Bolts (not included) Lateral Load Capacity Dia. (kips) A307

A325

23

56

1

Sketch Dimensions

A

6

B

313/16

C

X

Y**

2%

19/16

2

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetennine complete clip number. Unless otherwise noted, all dimensions are in inches. **Dimensionfor recommended bolt. Customer substitution could change length.

71

85-lb

41-

to 40-lb

Rubber Nose Clips


Bolted. Clip Number

CRANRAILTwo-Hole Clip without Pad Rail Sections

Q .- '6' C:::e

--!l'CD-,

Sketch Dimensions

Bolts (not included) Q, '2' en ...

3 ::s ...

CD

Lateral Load Capacity

(kips)

A307

I

Dia.

A

B

C

X

Y

A325

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Contact your local ATTrepresentative

73

tit

175-lb to 104-lb

Rubber Nose Clips


D x C

f 1 y

Bolted.

CRANRAIL One-Hole Clip with Pad Q

Clip*

B

Rail

Number Sections

_"5'

a::e !flCD ---. (,Q ::r r+

>

.E: c II) r+

3

CD :J r+

Sketch Dimensions

Bolts (not included) Lateral Load Capacity

(kips) A307

A325

Dia.

A

B

C

X

Y**

3124 15/40

175CR 171 CR 135CR 105CR 104CR

1.61

%

8.5

22

1

2%

2%

19/16

1%

2

3120 15/40

135CR 104CR

1.81

%

6.7

17

%

2%

2%

17/16

1%

2

3120 15/35

105CR

1.37

%

6.7

17

%

2%

2%

17116

1%

1%

7120 10/38

135CR 104CR

1.41

%

6.7

17

%

39/16

111,116

1fa

1%

2

7120 10/35

105CR

1.32

%

6.7

17

%

39/16

111,116

1fa

1%

1%

CRANRAILClips are Available for All Crane Rail, Tee Rail and DIN Rail Sections 74

*Rubber nose size willdetennine complete clip number. Unless otherwise noted, all dimensions are in inches. **Dimensionfor recommended bolt. Customer substitution could change length.

41-

85-lb to 20-lb

Rubber Nose Clips


D C

f

y

--

B

--1

Bolted. CRANRAILOne-Hole Clip with Pad Q

Clip* Number

Rail Sections

-- '6'

C=:e

.9: r:: IJj ....

CQ ::r ....

eD ;j ....

!'leD .....-.

3

Bolts (not included) Lateral Load Capacity (kips) Dia.

A307

A325

Sketch

Dimensions

A

B

C

X

Y**

3120 15/35

85ASCE 80ASCE 60ASCE

1.37

%

6.7

17

%

2%

2%

1%

1%

1%

3116 10/32


.71

%

3.6

8.5

%

23116

1%

1

1%

19/16

7120 10/35


1.32

%

6.7

17

%

39/16

111116

%

1%

1%

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetennine complete clip number. Unless otherwise noted, all dimensions are in inches. **Dimensionfor recommended bolt. Customer substitution could changelength.

75

41t

175-lb to 104-lb

Rubber Nose Clips


D x C

f

y

B

1

Bolted.

CRANRAILOne-Hole Clip without Pad Bolts (not included) » Q

Rail Clip* Number Sections

_'6' C::e !flCD ---. c.c ::r .-+

.E: c CII .-+ 3 CD :I .-+

Lateral Load Capacity (kips) A307

A325

Sketch Dimensions

Dia.

A

B

C

X

Y**

3124 15/40

175CR 171 CR 135CR 105CR 104CR

1.61

%

8.5

22

7fs

2%

2%

19/16

19116

3120 15/35

135CR 105CR 104CR

1.37

%

6.7

17

%

2%

2%

17/16

1%

1%

7120 10/35

135CR 105CR 104CR

1.32

%

6.7

17

%

39116

7/8

1%

1%

111f16

2

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size willdetennine complete clip number. Unless otherwise noted, all dimensions are in inches. **Dimensionfor recommended bolt. Customer substitution could change length.

76

418

85-lb to 20-lb

Rubber Nose Clips


D x C

f y

B

---

---1

Bolted.

CRANRAILOne-Hole Clip without Pad Q

Clip*

Rail

Number

Sections

-- '6'

S::e !'I CD

"-'-. (Q

::T r+

Q.

c' IJI r+

3

Load Capacity (kips)

....

A307

A325

CD ;j

Sketch Dimensions

Bolts (not included) Lateral Dia.

A

B

C

X

Y**

3120 15/35

85ASCE 80ASCE 60ASCE

1.37

%

6.7

17

%

2%

2%

1%

1%

1%

3116 10/25


.84

%

3.6

8.5

%

23/16

1%

1

1

19/16

7120 10/35


1.32

%

6.7

17

%

39/16

111j,6

7fa

1%

1%

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *Rubber nose size will determinecompleteclip number. Unlessotherwisenoted,all dimensionsarein inches. **Dimensionfor recommendedbolt.Customersubstitutioncould change length.

77

titLower Component

175-lb to 30-lb

Location


Lower Component Location

Lower Component Locations for CRANRAILWelded Base Clips Crane Rail Clip Number

ASCE Rail

175

171

135

105

104

9220/20

3%

3%

3

3

27/8

9216/08

3%2

3%2

2%

2%

211j,6

2%

9120/15

3%

3%

3

3

2%

3

215/16*

215/16*

213/16*

9116/10 9116/08

2%

85

2%

80

60

30

40

211,116 27/8

211,116

2% 27/16

21,116

2%

17/8

1%

Dimensions Shown Originate from the Centerline of the Girder and Conclude at the Front Face of the Weldable Lower Component

*Use only without pad.

78

All dimensions

are in inches.

41-

175-lb to 20-lb

Bolt Ga~

.ot ~{ Scale Verify all Crane Clearances

Bolt Gage

Bolt Gage for CRANRAIL Bolted Clips Crane

ASCE Rail

Rail

Clip

Number

175

171

135

3226/15

8%

8%

3124/15

9%

9%

3120/15

105

104

715116

715/16*

7%

85/16

85116

8%

81f16

81116

77/8

85

80

60

715/16*

7%*

7*

81116

77/8

7%

3116/10

40

615/16

610/,6

6%

615116

6%

6

20

51116

49/16

6%*

63/16

7120/10

30

57116 5%

CRANRAIL Clips are Available for All Crane Rail, Tee Rail and DIN Rail Sections *On pad only.

All dimensions are in inches.

79

~It


1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-973-748-5885 1-888-288-7245 1-800-323-6256 1-800-631-1274 1-800-631-1274 1-800-631-1274 1-973-748-5885 1-800-631-1274 1-800-631-1274 1-888-288-7245 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-800-323-6256


1-800-441-8207 1-800-631-1274 1-800-631-1274 1-800-631-1274 1-800-441-8207 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-323-6256 1-888-288-7245 1-800-631-1274 1-800-631-1274 1-800-323-6256 1-800-631-1274 1-800-441-8207 1-800-631-1274


1-800-323-6256 1-800-441-8207 1-800-323-6256 1-888-288-7245 1-800-631-1274 1-800-441-8207 1-800-631-1274 1-800-631-1274 1-800-323-6256 1-800-631-1274 1-800-323-6256 1-800-323-6256 1-800-631-1274 1-800-631-1274 1-888-288-7245 1-800-441-8207 1-800-323-6256 1-800-323-6256 1-973-748-5885


1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-973-748-4520 1-925-706-1249 1-800-944-9906 1-800-432-7245 1-800-432-7245 1-800-432-7245 1-973-748-4520 1-800-432-7245 1-800-432-7245 1-925-706-1249 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-800-944-9906


1-412-747-0177 1-800-432-7245 1-800-432-7245 1-800-432-7245 1-412-747-0177 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-944-9906 1-925-706-1249 1-800-432-7245 1-800-432-7245 1-800-944-9906 1-800-432-7245 1-412-747-0177 1-800-432-7245


1-800-944-9906 1-412-747-0177 1-800-944-9906 1-925-706-1249 1-800-432-7245 1-412-747-0177 1-800-432-7245 1-800-432-7245 1-800-944-9906 1-800-432-7245 1-800-944-9906 1-800-944-9906 1-800-432-7245 1-800-432-7245 1-925-706-1249 1-412-747-0177 1-800-944-9906 1-800-944-9906 1-973-748-4520


80

41End Stops. Atlantic Track & Turnout Co. manufactures crane stops, bumper stops and wheel stops. The following pages illustrate the twenty-four types of stops that can be shipped promptly from stock. Special stops can be made to project specifications when a drawing is submitted with the order. All permanent stops are furnished with ASTM A-325, medium carbon, heat treated machine bolts complete with heavy hex nuts and lockwashers. Since all fabrication is done in one of our warehouses, Atlantic Track can "Package-Ship" the complete runway faster than anyone in the industry.

81

~I-

175-lb to 135-lb

Crane Stops

A B

G

Heavy Duty Crane Stops RailWeight and Section 175-lb CRANE 171-lbCRANE 140-lb AREA 136-lb AREA

135-lbCRANE

82

Weight of Each Stop 348 Ibs 3551bs 2891bs 2871bs 3141bs

A 13 13 12 12 13%

B 18 18 18 18 18

Dimensions in Inches D C E 2 6 5 5 2 6 2 6 6 6 2 6 6 5 2

F 4 4 3 3 4

G 17 17 17 17 17

41-

133-lb to 115-lb

Crane Stops

NOL ~O Scale

(Q)

(Q) <0>

A

B

F

Type DC

G

Heavy Duty Crane Stops RailWeight and Section 133-lb AREA 132-lb AREA 119-lbAREA

115-lbAREA

Weight of Each Stop 2871bs 2871bs 2721bs 270 Ibs

A 12% 12% 13 13

B 18 18 18 18

Dimensions in Inches E C D 2 6 6 2 6 6 2 6 6 2 6 6

F 3 3 3 3

G 17 17 17 17

83

~I-

105-lb to 100-lb

...L

A

Crane Stops

tc S"~'f:;

B c

0 Type IS

0

D

Type IH

0

E

F

G

H

Standard and Heavy Duty Crane Stops Rail Weight and Section 105-lbCRANE 104-lbCRANE

Weightof EachStop IS IH * 941bs * 941bs

Dimensionsin Inches A -

B

C

D

E

F

G

H

12%

16

2

6

5

2

15

-

12%

16

2

6

5

2

15

2

5%

5%

2

15

Advise Rail Drilling 2 5% 5%

15

100-lbARA-A

571bs

100lbs

12%

13%

17

100-lbARA-B

571bs

100lbs

12%

13%

17

100-lbAREA

571bs

100lbs

12%

13%

17

2

15

*Not recommended

... ~

84

..

~

r..

41-

90-lb to 60-lb

A

Crane Stops

B

c

Type 153

E

Type IH3

H

Standard and Heavy Duty Crane Stops

551bs

941bs

12%

13%

Dimensionsin Inches D C E F G 17 Advise Rail Drilling

85-lb ASCE

541bs

891bs

12%

13%

17

2%

5

5

2%

15

80-lb ASCE

541bs

891bs

12

12%

16

2%

5

5

2%

15

70-lb ASCE

531bs

881bs

12

12%

16

2%

5

5

2%

15

60-lb ASCE

511bs

811bs

12112

13

16

2%

5

5

2%

15

Rail Weight and Section 90-lb ARA-A

Weightof Each Stop IS3 IH3

A

B

H 15

85

41t

60-lb to 20-lb

Crane Stops

B

A

c

F

Type IH2

Standard and Heavy Duty Crane Stops Rail Weight and Section

Weightof Each Stop IH2 152

60-lb ASCE

251bs

40-lb ASCE 30-lb ASCE 25-lb ASCE 20-lb ASCE *Not recommended

86

Dimensionsin Inches A

B

C

D

E

F

G

391bs

9%

10%

13

2

5

2

9

241bs

30lbs

10

10%

13

2

5

2

9

231bs

271bs *

10%

10% -

13

2%

4

2%

9

12%

2%

4

2%

9

*

10

12%

2%

4

2%

9

20lbs 20lbs

10

-

41t

175-lb to 135-lb

Bumper Stops

Nt>.to Scale

.ii

.

II

ill I .,

LJ':I ;I "

A

I-: I: I: ! 1-....... iI I

i! I:

i" i-~., !1:-i ,.1 !, i,

!! ,I'.

:'I.,.

rl! : ;: l.!! !, !,

(Q)

!Lr !. ,!

ii Ii ,:

c

(Q) (Q)

B

.,

,------------------------D

H

Heavy Duty Bumper Stops RailWeight and Section 175-lb CRANE 171-lbCRANE 140-lb AREA 136-lb AREA 135-lb CRANE

Weight of Each Stop 3631bs 370lbs 3041bs 3021bs 3291bs

A 14 14 13 13 14%

B 19 19 19 19 19

C 12 12 12 12 12

Dimensions in Inches D E F 7 2 6 2 7 6 7 2 6 7 2 6 7 2 6

G 5 5 6 6 5

H 4 4 3 3 4

I 17 17 17 17 17

To order: Specify rail weight and section. 87

_It

133-lb to 115-lb

Bumper Stops

c

A

B

Type DB

Heavy Duty Bumper Stops

88

Dimensionsin Inches

and Section

Weight01 Each Stop

A

B

C

D

E

F

G

H

I

133-lbAREA

3031bs

13V2

19

12

7

2

6

6

3

17

132-lbAREA

3031bs

19

12

7

2

6

6

3

17

119-lbAREA

288 Ibs

13% 14

19

12

7

2

6

6

3

17

115-lbAREA

2861bs

14

19

12

7

2

6

6

3

17

Rail Weight

41-

105-lb to 100-lb

A

Bumper Stops

B

c

G

TypeIHB

Type ISB

J

Standard and Heavy Duty Bumper Stops Rail Weight and Section 105-lbCRANE 104-lbCRANE

Weightof Each Stop ISB IHB * 1041bs * 1041bs

Dimensionsin Inches A -

B

C

D

E

F

G

H

I

J

12%

17

12

5

2

6

5

2

15

-

13%

17

12

5

2

6

5

2

15

5%

5%

100-lbARA-A

681bs

111Ibs

13% 13%

18

12

6

2

2

15

100-lbARA-B

671bs

110lbs

13% 13%

18

12

6

681bs

111Ibs

13% 13%

18

12

6

Advise Rail Drilling 2 2 5% 5%

15

100-lbAREA

15

*Not recommended

89

41t

90-lb to 60-lb

Bumper Stops

D

B

A

c

G

Type IHB3

Type 15B3

J

Standard and Heavy Duty Bumper Stops Rail Weight and Section 90-lb ARA-A

90

Weightof Each Stop ISB3 IHB3 661bs

Dimensionsin Inches A

B

C

D

E

12

6

F

G

H

I

1051bs

13% 13%

18

13% 13%

18

12

6

Advise Rail Drilling 2% 5 5 2%

J 15 15

85-lb ASCE

641bs

991bs

80-lbASCE

641bs

991bs

13

13

17

12

5

2%

5

5

2%

15

70-lb ASCE

631bs

981bs

13

13

17

12

5

2%

5

5

2%

15

60-lb ASCE

611bs

921bs

17

12

5

2%

5

5

2%

15

13% 13%

41-

60-lb to 20-lb

Bumper Stops

Not to Scale

..",. ...,.. ..

A

..~.

" .,""

M

r'

.'" ..!:.. .,.,.. .... .,I:.,.' ..::.. .,..::,. ..,. ., ,..,.,.." II .... .,":: .,.. .. ...,

.... ..'.

D

B

c

.'.,.,.' .,.,.'.,

I)

\ \

E

Type15B2

H

Type IHB2

Standard and Heavy Duty Bumper Stops Rail Weight and Section 60-lbASCE 40-lbASCE 30-lbASCE 25-lbASCE

Weight of Each Stop ISB2 IHB2 30lbs 44lbs 291bs 35Jbs 281bs 321bs * 251bs

20-lb ASCE

251bs

*

A 10% 11 11%

B 10% 11 11%

C 14 14 14

Dimensions in Inches D E F 2 8 6 2 8 6 8 6 2%

G 5 5 4

H 2 2 2%

1 9 9 9

11

-

13%

8

5%

2%

4

2%

9

11

-

13%

8

5%

2%

4

2%

9

*Not recommended

Ya order: Specify rail weight and plus or heavy duty.

91

41t

60-lb to 20-lb

Bumper Stops

c A

B

D

Type WB

Western Bumper Stops Rail Weight and Section

Weight of Each Stop

60-lb ASCE

291bs

40-lb ASCE

B

C

D

E

F

G

H

109/16

14

8

6

1%

5

1%

8

281bs

11

14

8

6

1%

5

1%

8

30-lb ASCE

271bs

11 V4

14

8

6

2

4

2

8

25-lb ASCE

241bs

11%

14

8

6

2

4

2

8

2

4

2

8

20-lb ASCE

92

Dimensions in Inches

241bs

A

1113/16

14

8

6

41-

175-lb to 135-lb

Wheel Stops

A

Type DW

F

Heavy Duty Wheel Stops Rail Weight and Section

Average Weight of Each Stop*


175-lb CRANE

485 Ibs

A *

171-lbCRANE

4921bs

*

4051bs

*

4021bs

*

430 Ibs

*

140-lb AREA 136-lbAREA 135-lbCRANE

B

C

D

E

F

2

6

5

4

17

2

6

5

4

17

2

6

6

3

17

2

6

6

3

17

2

6

5

4

17

*Exact weight and dimension "A" determined by wheel diameter.

93

~It

133-lb to 115-lb

Wheel Stops

A

F

Heavy Duty Wheel Stops Rail Weight and Section 133-lbAREA 132-lb AREA 119-lbAREA 115-lbAREA

Average Weight of Each Stop. 405 Ibs

A

Dimensions in Inches C D

.

B 2

6

4051bs

*

2

3921bs

*

390 Ibs

*

E

F

6

3

17

6

6

3

17

2

6

6

3

17

2

6

6

3

17

*Exact weight and dimension "A"determined by wheel diameter.

94

41-

105-lb to 100-lb

Wheel Stops

A

Type IW

F

Standard Wheel Stops Rail Weight and Section 105-lb CRANE 104-lb CRANE 100-lbARA-A 100-lb ARA-B 100-lb AREA

Average Weight of Each Stop.


105 Ibs

A *

1061bs

*

111 Ibs

*

110 Ibs

*

111 Ibs

*

B

C

D

E

F

2

6

5

2

15

2

6

5

2

15

2

15

2

5112

5112

Advise Rail Drilling 2

5112

5'/2

15 2

15

*Exact weight and dimension "A" determined by wheel diameter.

95

41-

90-lb to 60-lb

Wheel Stops

A

Type IW3

F

Standard Wheel Stops Rail Weight and Section


90-lb ARA-A

1061bs

85-lb ASCE 80-lb ASCE 70-lb ASCE 60-lb ASCE

991bs 981bs 981bs 761bs

Dimensions in Inches D

E

F

B

*

2%

5

5

2%

15

*

2%

5

5

2%

15

*

2112

5

5

2%

15

2%

5

5

2%

15

*

15

Advise Rail Drilling

*Exact weight and dimension "Au determined by wheel diameter.

96

C

A *

41-

60-lb to 20-lb

Wheel Stops

A

B

Type IW2

Standard Wheel Stops Dimensions in Inches



60-lb ASCE

441bs

40-lb ASCE

331bs

*

30-lb ASCE

30lbs

*

25-lb ASCE

211bs

*

20-lb ASCE

211bs

*

A *

B

C

D

E

2

5

2

9

2

5

2

9

2112

4

2112

9

2112

4

2112

9

2112

4

21/2

9

*Exact weight and dimension "Au determined by wheel diameter.

97

41-

175-lb to 60-lb

Wheel Contact Type

Portable Stops

Bumper Contact Type

Portable Stops

98

Model

Pair Wt.

Type

Comments

T-70

100-lbs

Wheel

T-80

102-lbs

Bumper

Use onlyinpairs fortemporaryprotection. Impactof crane wheelor bumperdriveswedge deeper intoslot throughcinch plates that create a drag to graduallybringcrane to a stop. Allowenough stopping room. Donot use on runwayends or as permanent wheel or bumper stops.

_It Specifications. The final section of 1BE CRANERAILBOOK contains Industry abbreviations, conversion tables, crane classifications, recommended basic wheel loadings and general specifications for carbon steel rails. Physical properties of rail are governed by design and do not vary from manufacturer to manufacturer. Chemical properties on crane rail, heavy tee rail and standard tee rail are also constant and match the chemical specifications in the tables that follow. Since chemical content of light tee rail does vary from manufacturer to manufacturer, our table for these sections shows a combination of published information. The specifications in this section have been extracted from the following sources:* (a) Professional engineering literature (b) Manufacturers' catalogs (c) Atlantic Track Estimating Department (d) Combinations of the above All materials supplied by Atlantic Track are of the highest quality available; however, maximum life for any system can only be achieved if the runway is straight, square and level. Crane rail wear is directly dependent upon the structure that supports the system. After years of service, most buildings have a tendency to sag or vibrate into a condition that makes runway alignment difficult, if not impossible. In all cases, this produces excessive and unnecessary wear on the rail. The information presented in this catalog, including engineering data, tables, figures, designs, details and supporting data should not be used without independent examination and verification of its suitability by a licensed structural engineer, licensed professional engineer or a competent licensed architect. Atlantic Track & Turnout Co. disclaims any and all expressed or implied warranties, without limitations, and particularly that of fitness for any general or particular purpose in regard to information contained or referred to herein. Anyone making use of the information and contents of this catalog assumes all liability arising from such use. -In some cases, charts have been reacranged to fit the catalog format. In addition, information not related to our product has been deleted.

99

41Industry Abbreviations Initials ATT BHN BR CC CH CR CWR CWT DIN DY FT FT GN GT HH HTT IN JIS KG/M LBS LBSIYD LD LF LH MH NT OH OM OTM PRR PS PW RBM RG RH RR SMSG T TF TO TS&M VT

Definition Atlantic Track & Turnout Co. Brinell Hardness Number Bolted Rigid (Frog) Control Cooled End Hardened Crane Rail Continuous Welded Rail One Hundred Pounds Deutsche Industries Norm Dudley Flat Top (Frog) Heat Treated (Branding) Great Northern Gross Ton (2,240 Ibs.) Head Hardened Hook Twin Tie Plate Inches Japanese Industrial Standard Kilograms Per Meter Pounds Pounds Per Yard Light Density Lineal or Linear; Foot or Feet Left Hand Medium Hardness Net Ton (2,000 Ibs.) Open Hearth Chicago & Northwestern Other Track Material Pennsylvania Railroad Pennsylvania System Partly Worn Rail Bound Manganese (Frog) Reading Right Hand Railroad Solid Manganese Self-Guarded (Frog) Metric Tonne (2,204 Ibs.) Track; Foot or Feet Turnout Tongue Switch& Mate Vacuum Degassed

101

418 Association Abbreviations Initials

Organization American Institute of Steel Construction, Inc. Association of Iron and Steel Engineers American Iron and Steel Institute

AISC AISE AISI AMC ARA Type A Type B AREMA ASCE ASLRA ASTM CMAA MHI NRC REMSA

U.S. Unit

American Mining Congress American Railway Association High Speed Rail Slow Speed Rail American Railway Engineering Maintenance-of-Way Association American Society of Civil Engineers American Short Line Railroad Association American Society for Testing and Materials Crane Manufacturers Association of America, Inc. Material Handling Institute National Railroad Construction and Maintenance Association, Inc. Railroad Equipment Manufacturers Association

d Metric E

t

Weights and Measures

Conversion Tables

Lenath

Lenqth Meters to Feet

Feet to Meters MILE

1.6093 km

.9144 m 0.3048 m 25.4 mm 0.6214 mile 1.0936 yd 0.3937 in 0.0394 in

YARD (yd) FOOT (ft) INCH (in) KILOMETER (km) METER (m) CENTIMETER (cm) MILLIMETER (mm)

(ft) 3.281 9.843 98.430 108.273 127.959 328.100

Weiaht GROSS TON (gt) NET TON (nt) CWT POUND (Ib) METRIC TON (t) METRIC TON (t) KILOGRAM (kg)

102

2240lb 2000lb 100lb 160z 22041b 22041b 1000 gr

.

(m)

1 3 30 33 39 100

(m) .3048 .9144 9.1440 10.0580 11.8870 30.4800

.

(ft)

1 3 30 33 39 100

Weight

1.016 t .907 t 45.359 kg 0.454 kg .984 gt 1.102 nt 2.204 Ib

Ib 2240 2204 2000

kg 1016.06 1000.00 907.44

gt 1.00 .98 .89

t 1.02 1.00 .91

nt 1.12 1.10 1.00

Ibs/yd x .4961 = KILOGRAMS/METER kg/m + .4961 = POUNDS/YARD

41t Crane

CMAA #70

Classifications 70-2 CRANE CLASSIFICATIONS

2.1 General 2.1.1

Service classes have been established so that the most economical crane forthe installation may be specified in accordance with this specification.

The crane service classification is based on the load spectrum reflecting the actual service conditions as closely as possible. Load spectrum is a mean effective load, which is uniformly distributed over a probability scale and applied to the equipment at a specified frequency. The selection of the properly sized crane component to perform a given function is determined bythe varying load magnitudes and given load cycles which can be expressed in terms of the mean effective load factor. k= '1(W1)3P1 + (W2)3P2+ (W)3P3 + ... (Wn)3Pn Where W =

Load magnitude; expressed as a ratio of each lifted load to the rated capacity. Operation with no lifted load and the weight of any attachment must be included.

P=

Load probability; expressed as a ratio of cycles under each load magnitude condition to the total cycles. The sum total of the load probabilities P must equal 1.0.

k=

Mean effective load factor. (Used to establish crane service class only)

All classes of cranes are affected by the operating conditions, therefore for the pu rpose of the classifications, it is assumed that the crane will be operating in normal ambient temperature 0° to 104°F (-17.8° to 40°C) and normal atmospheric conditions (free from excessive dust, moisture and corrosive fumes). The cranes can be classified into loading groups according to the service conditions of the most severely loaded part of the crane. The individual parts which are clearly separate from the rest, or forming a self contained structural unit, can be classified into different loading groups if the service conditions are fully known.

2.2 CLASS A (STANDBY OR INFREQUENT SERVICE) This service class covers cranes which may be used in installations such as powerhouses, public utilities, turbine rooms, motor rooms and transformer stations where precise handling of equipment at slow speeds with long, idle periods between lifts are required. Capacity loads may be handled for initial installation of equipment and for infrequent maintenance. 2.3 CLASS B (LIGHT SERVICE) This service covers cranes which may be used in repair shops, light assembly operations, service buildings, light warehousing, etc., where service requirements are light and the speed is slow. Loads may vary from no load to occasional full rated loads with two to five lifts per hour, averaging ten feet per lift. 2.4 CLASS C (MODERATE SERVICE) This service covers cranes which may be used in machine shops or papermill machine rooms, etc., where service requirements are moderate. In this type of service the crane will handle loads which average 50 percent of the rated capacity with 5 to 10 lifts per hour, averaging 15feet, not over 50 percent of the lift at rated capacity. 2.5 CLASS D (HEAVY SERVICE) This service covers cranes which

maybe usedin heavymachineshops,foundries,fabricatingplants,steel

warehouses, container yards, lumber mills, etc., and standard duty bucket and magnet operations where heavy duty production is required. In this type of service, loads approaching 50 percent of the rated capacity will be handled constantly during the working period. High speeds are desirable for this type of service with 10 to 20 lifts per hour averaging 15 feet, not over 65 percent of the lifts at rated capacity. 103

412.6 CLASS E (SEVERE SERVICE) This type of service requires a crane capable of handling loads approaching a rated capacity throughout its life. Applications may include magnet, bucket, magnet/bucket combination cranes for scrap yards, cement mills, lumber mills, fertilizer plants, container handling, etc., with twenty or more lifts per hour at or near the rated capacity. 2.7 CLASS F (CONTINUOUS SEVERE SERVICE) This type of service requires a crane capable of handling loads approaching rated capacity continuously under severe service conditions throughout its life. Applications may include custom designed specialty cranes essential to performing the critical work tasks affecting the total production facility. These cranes must provide the highest reliability with special attention to ease of maintenance features. 2.8 CRANE SERVICE CLASS IN TERMS OF LOAD CLASS AND LOAD CYCLES The definition of CMAA crane service class in terms of load class and load cycles is shown in Table 2.8-1. TABLE 2.8-1 DEFINITION OF CMAA CRANE SERVICE CLASS IN TERMS OF LOAD CLASS AND LOAD CYCLES Load Cycles LOAD CLASS L1 L2 L3

N1

N2

N3

N4

A B C D

B C D E

C 0 E F

D E F F

Irregular occasional use followed by long idle periods

Regular use in intermittent operation

Regular use in continuous operation

Regular use in severe continuous operation

k = MEAN EFFECTIVE LOAD FACTOR 0.35 -0.53 0.531-0.67 0.671-0.85 0.851-1.00

LOAD CLASSES: L1 = Cranes which hoist the rated load exceptionally and, normally, very light loads. L2 = Cranes which rarely hoist the rated load, and normal loads of about 1/3 of the rated load.

L3 = Cranes which hoist the rated load fairly frequently and normally, loads between 1/3 and 2/3 of the rated load. L4 = Cranes which are regularly loaded close to the rated load. LOAD CYCLES: N1 = N2 = N3 = N4 = 104

20,000 to 100,000 cycles 100,000 to 500,000 cycles 500,000 to 2,000,000 cycles Over 2,000,000 cycles Reprinted courtesy of Crane Manufacturers Association of America, Inc. 2000 Revision

41Rails and Wheels

CMAA #70

4.13 WHEELS 4.13.1

Unless other means of restricting lateral movement are provided, wheels shall be double flanged with treads accurately machined. Bridgewheels may haveeither straighttreads or tapered treads assembled with the large diameter toward the center of the span. Trolley wheels should have straight treads. Drive wheels shall be matched pairs within 0.001 inches per inch of diameter or a total of 0.010 inches on the diameter, whichever is smaller. When flangeless wheel and side roller assemblies are provided, they shall be of a type and design recommended by the crane manufacturer.

4.13.2

Wheels shall be rolled or forged from open hearth, basic oxygen or electric furnace steel, or cast of an acceptable carbon or alloy steel unless otherwise specified. Wheels shall be heat treated only if specified. Other suitable materials may be used. Due consideration shall be given to the brittleness and impact strength of the material used.

4.13.3

Sizing of Wheels and Rails

Wheels shall be designed to carry the maximum wheel load under normal conditions without undue wear. The maximum wheel load is that wheel load produced with trolley handling the rated load in the position to produce the maximum reactionat the wheel, not includingVIF. When sizing wheels and rails, the following parameters shall be considered. wheel diameter = D (inches) effective rail head width = W (inches) hardness coefficient of the wheel =K where: K = BHN x 5 (for wheels with BHN ~ 260) K = 1300 (BHN/260)33 (for wheels with BHN > 260) The basic bridge and trolley recommendeddurability wheel loadingfor different wheel hardnesses and sizes in combination with different rail sizes are shown in Table 4.13.3-4. The values in the table are established by the product of D x W x K. In addition, the load factor, Ktwor Kbw'the speed factor Cs' and the crane service class shall be considered. 4.13.3.1

The load factor Ktwfor the trolley wheels is established by the following formula: Ktw =

(2Y rated loadIT) + 1.5 TW (3Y rated loadIT) + 1.5 TW Where TW = trolley weight

y T

The load factor Kbwfor the bridge wheels is established by the following formula or Table 4.13.3-1 may be used for standard hook cranes in lieu of calculating the exact value for a particular application. Other cranes may require special considerations. The factors shown at 100-ton capacity may be used for capacities above 100-tons.

x SPAN 105

tit KbW =

.75(BW) + f(LL) + .5(TW) - .5f(TW) .75(BW) + 1.5f(LL)

where:

BW = bridge weight LL = trolley weight + rated load f = X/span TABLE 4.13.3-1

BRIDGE SPAN FT. 20 30 40 50 60 70 80 90 100 110 120

TYPICAL BRIDGE LOAD FACTORS Kbw CAPACITY IN TONS 3 5 71/2 10 15 .812 .782 .762 .747 .732 .767 .750 .736 .817 .785 .744 .827 .794 .777 .760 .842 .861 .877 .888 .898 .912 .926 .934

.809 .830 .844 .857

.791 .807 .825 .835

.771 .790 .807 .818

.869 .883 .890

.850 .867 .882

.832 .848 .863

.802 .815 .826 .844

.909

.894

.879

.860

TABLE 4.13.3-1

70 80 90 100 110 120

.814

30 40 50 60

106

.807

.797

25 .716

.725 .732 .740 .754 .768 .779

.718 .723 .738 .747 .760

.792 .806 .823 .834

.770 .782 .796 .812 .827

-Continued

TYPICAL BRIDGE LOAD FACTORS Kbw CAPACITY IN TONS 30 35 50 60 40 .716 .714 .713 .713 .709 .715 .713 .711 .718 .708 .723 .722 .717 .714 .711 .728 .723 .720 .731 .716 .741 .736 .729 .726 .722 .752 .746 .738 .734 .729 .754 .746 .761 .742 .738 .774 .767 .758 .754 .747 .786 .780 .770 .763 .756 .777 .768 .800 .793 .782

BRIDGE SPAN FT 20

4.13.3.2

.758 .773 .789

20 .722

.790

.782

75 .709 .708 .711

100 .708 .706 .708

.715 .721 .727 .735 .744 .753

.711 .717

.762 .774

.755 .763

.723 .730 .737 .745

The speed factor Csdepends on the rotational speed of the wheel and is listed in Table 4.13.3-2. These factors are obtained from the following formulas:

for RPM ::; 31.5

Cs = [1 +

for RPM > 31.5

Cs = 1 +

( RPM~~()31.5)]2 (

RPM - 31.5 ~'JQ I:;

)

Reprinted courtesy of Crane Manufacturers Association of America, Inc. 2000 Revision

41TABLE 4.13.3-2 SPEED FACTOR C

5

WHEEL DIA. IN INCHES

30

50

75

100

125

150

175

200

250

300

350

400

8 9 10 12 15 18 21 24 27 30 36

.907 .898 .892 .882 .872 .865 .860 .857 .854 .852 .849

.958 .944 .932 .915 .898 .887 .879 .873 .869 .865 .860

1.013 1.001 .984 .958 .932 .915 .903 .894 .887 .882 .873

1.049 1.033 1.020 1.001 .967 .944 .927 .915 .906 .898 .887

1.086 1.066 1.049 1.025 1.001 .973 .952 .937 .925 .915 .901

1.122 1.098 1.079 1.049 1.020 1.001 .977 .958 .944 .932 .915

1.158 1.130 1.108 1.074 1.040 1.017 1.001 .980 .963 .949 .929

1.195 1.163 1.137 1.098 1.059 1.033 1.015 1.001 .982 .967 .944

1.267 1.227 1.195 1.146 1.098 1.066 1.043 1.025 1.012 1.001 .973

1.340 1.292 1.253 1.195 1.137 1.098 1.070 1.049 1.033 1.020 1.001

1.413 1.356 1.311 1.243 1.175 1.130 1.098 1.074 1.055 1.040 1.017

1.485 1.421 1.369 1.292 1.214 1.163 1.126 1.098 1.076 1.059 1.033

4.13.3.3

4.13.3.4

SPEED IN FEET PER MINUTE

The wheel service factor 8mis equal to 1.25 times the machinery service factor Cdand is shown in the Table 4.13.3-3 for the different service classifications. This factor recognizes that the interaction between rail and wheel is more demanding in terms of durability than well aligned and lubricated interaction of machined parts. The trolley load service coefficient Kw,= Ktwx Cs x 8m and the bridge wheel load service coefficient Kw,= KbwX Cs x 8m with the following limitations: KW'may not be smaller than Kw,min. shown in Table 4.13.3-3.

4.13.3.5

The equivalent durability wheel load Pe shall be determined as follows: Pe = Max. wheel load x Kw, The equivalent durability wheel load Pe shall not exceed wheel loads listed in Table 4.13.3-4.

4.13.4

Proper Clearance for Bridge Wheels A total of approximately 3/4 inch to one inch wider than rail head should be provided between the wheel flanges and rail head. Tapered tread wheels may have a clearance over the rail head of 150 percent of the clearance provided for straight tread wheels as recommended by the crane manufacturer.

4.13.5

When rotating axles are used, wheels should be mounted on the axle with a press fit alone, press fit and keys, or with keys alone.

4.13.3-3

TABLE

WHEEL SERVICE FACTOR SmAND MINIMUM LOAD SERVICE FACTOR KwiMINIMUM CLASS OF CRANE SERVICE

A

B

C

D

E

F

Kw,MIN 8m

.75 .8

.75 .9

.8 1.

.85 1.12

.9 1.25

.95 1.45

107

41t Table 4.13.3-4 - Guide for Basic Bridge & Trolley

CMAA #70

Wheel Loadings, Ibs (P) (KDW) Rail Weight and Section Wheel Dia. (D) inches 8 9 10 12 15 200 18 21 24 27 30 36 8 9 10 12 15 260 18 21 24 27 30 36 8 9 10 12 15 320 18 21 24 27 30 36 8 9 10 12 15 58Re 18 (615 BHN) 21 24 27 30 36 Effective Width of Rail Head(W) Inches (Top of head minus corner radii) Wheel BHN

Notes:

108

175-lb Crane

65600 75000 84400 93750 112500

85300 97500 109700 121850 146250

91350 104400 117450 130500 156600

171-lb Crane

73500 84000 94500 105000 126000

95550 109200 122850 136500 163800

102300 116950 131550 146200 175400

135-lb Crane

40500 47250 54000 60750 67500 81000

52650 61400 70200 79000 87750 105300

56400 65800 75200 84550 93950 112750

113350 129550 145700 161900 194300

126950 145050 163200 181350 217600

69950 81600 93250 104900 116600 139900

3.125

3.500

2.250

105-lb Crane

104-lb Crane

22500 28150 33750 39400 45000 50600 56250

22500 28150 33750 39400 45000 50600 56250

29250 36550 43850 51200 58500 65800 73100

29250 36550 43850 51200 58500 65800 73100

31300 39150 47000 54800 62650 70500 78300

31300 39150 47000 54800 62650 70500 78300

38850 48550 58300 68000 77700 87450 97150

38850 48550 58300 68000 77700 87450 97150

1.875

1.875

1. Allowable wheel loads for hardened wheels require depth of hardness sufficient to withstand subsurface shear stresses. 2. The 58Re loads are based on wheels running on heat-treated rail (320 BHN minimum). If the wheels are running on untreated rail, the above loads may cause decreased rail life. The RC/BHN conversion is based on ASTM E140, tungsten carbide ball.

Reprinted courtesy of Crane Manufacturers Association of America, Inc. 2000 Revision

41Table 4.13.3-4 - Guide for Basic Bridge & Trolley Wheel Loadings, Ibs (P) (KDW)

CMAA #70

Rail Weight and Section Wheel Dia. (D) inches 8 9 10 12 15 200 18 21 24 27 30 36 8 9 10 12 15 260 18 21 24 27 30 36 8 9 10 12 15 320 18 21 24 27 30 36 8 9 10 12 15 58Rc 18 (615 BHN) 21 24 27 30 36 Effective Width of Rail Head(W) Inches (Top of head minus corner radii) Wheel BHN

Notes:

100-lb ARA-A

22500 28150 33750 39400 45000 50600 56250

29250 36550 43850 51200 58500 65800 73100

31300 39150 47000 54800 62650 70500 78300

38850 48550 58300 68000 77700 87450 97150 1.875

100-lb ARA-B

90-Ib ARA-A

15750 17500 21000 26250 31500 36750 42000

14900 16550 19850 24850 29800 34800 39750

20450 22750 27300 34100 40950 47800 54600

19400 21550 25850 32300 38750 45200 51650

21950 24350 29250 36550 43850 51150 58450

20750 23050 27650 34600 41500 48400 55350

27200 30200 36250 45350 54400 63450 72550

25750 28600 34300 42900 51500 60050 68650

1.750

1.656

85-lb & 80-lb ASCE

22500 28150 33750 39400 45000 50600 56250

29250 36550 43850 51200 58500 65800 73100

31300 39150 47000 54800 62650 70500 78300

38850 48550 58300 68000 77700 87450 97150 1.875

60-lb ASCE 15750 17500 21000 26250 31500 36750 42000

20450 22750 27300 34100 40950 47800 54600

21950 24350 29250 36550 43850 51150 58450

27200 30200 36250 45350 54400 63450 72550

1.750

40-lb ASCE 10000 11250 12500 15000 18750 22500 26250

30-lb ASCE 8500 9550 10650 12750 15950 19150

25-lb ASCE 8000 9000 10000 12000

20-lb ASCE 6750 7600 8450

13000 14600 16250 19500 24400 29250 34100

11050 12450 13800 16600 20750 24850

10400 11700 13000 15600

8800 9850 10950

13900 15650 17400 20900 26100 31300 36550

11850 13300 14800 17750 22200 26650

11150 12550 13900 16700

9400 10550 11750

17250 19450 21600 25900 32400 38850 45350

14700 16500 18350 22050 27550 33050

13800 15550 17250 20700

11650 13100 14600

1.250

1.063

1.000

.844

1.

Allowable wheel loads for hardened wheels require depth of hardness sufficient to withstand subsurface

2.

The 58Rc loads are based on wheels running on heat-treated

rail (320 BHN minimum).

shear stresses.

If the wheels are running on

untreated rail, the above load:i may caU:ie decrea:ied rail life. The RCf6HN conversion is based on ASTM E140, tungsten carbide ball.

109

tit Physical Properties Crane Rail

AISC

Sectional Area

Moment of Inertia

Inches 2

Inches 4

Properties of Section Neutral Axis, Y Inches

175-lb CRANE

17.10

70.20

3.02

23.50

23.30

171-lb CRANE

16.80

73.40

3.01

24.50

24.40

135-lb CRANE

13.30

50.60

2.81

17.20

18.00

105-lb CRANE

10.30

34.40

2.41

12.40

14.30

104-lb CRANE

10.30

29.80

2.21

10.70

13.50


Section Modulus Head Base Inches3 Inches3

Reprinted courtesy of the American Institute of Steel Construction, Inc.

Chemical Properties Crane Rail Rail Weight and Section

Carbon

As Of Y-2001 *

Manganese

Phosphorus

Sulfur

Silicon

175-lb CRANE

.67 to .84

.70 to 1.00

.04 max

.05 max

.10 to .30

171-lb CRANE

.67 to .84

.70 to 1.00

.04 max

.05 max

.10 to .30

135-lb CRANE

.67 to .84

.70 to 1.00

.04 max

.05 max

.10 to .30

105-lb CRANE

.67 to .84

.70 to 1.00

.04 max

.05 max

.10 to .30

104-lb CRANE

.67 to .84

.70 to 1.00

.04 max

.05 max

.10 to .30

*See current specifications page 113

AREMA

Physical Properties Heavy Tee Rail Properties of Section Moment Neutral of Inertia Axis. Y Inches 4 Inches


Sectional Area Inches2

140-lb AREA

13.80

96.80

3.37*

24.60

28.70

136-lb AREA

13.35

94.90

3.35*

23.90

28.30

133-lb AREA

13.08

86.00

3.20*

22.00

27.00

132-lb AREA

12.95

88.20

3.20*

22.50

27.60

119-lb AREA

11.65

71.40

3.12*

19.40

22.90

115-lb AREA

11.25

65.60

2.98*

18.00

22.00


*Not from AREMA - ATT Estimating Department Reprinted courtesy of the American Railway Engineering Maintenance-of-Way

110

Association

48 As Of Y-2001 *

Chemical Properties Heavy Tee Rail Rail Weight and Section

Carbon

Manganese

Phosphorus

Sulfur

Silicon

140-lb AREA

.72 to .84

.80 to 1.10

.035 max

.04 max

.10 to .50

136-lb AREA

.72 to .84

.80 to 1.10

.035 max

.04 max

.10 to .50

133-lb AREA

.72 to .84

.80 to 1 . 1 0

.035 max

.04 max

.10 to .50

132-lb AREA

.72 to .84

.80 to 1 .1 0

.035 max

.04 max

.10 to .50

119-lb AREA

.72 to .84

.80 to 1.10

.035 max

.04 max

.10 to .50

115-lb AREA

.72 to .84

.80 to 1.10

.035 max

.04 max

.10 to .50


AISC

Physical Properties Standard Tee Rail


Sectional Area

Inches 2

Properties of Section Neutral Moment of Inertia Axis. Y 4 Inches Inches

Section Modulus Head Base 3 Inches3 Inches

1OO-IbARA-A

9.84

48.90

2.75

15.00

17.80*

1OO-IbARA-B

9.85

41.30

2.63

13.70

15.72*

1OO-IbAREA

9.95

49.00

2.75

15.10

17.80*

90-lb ARA-A

8.82

38.70

2.54

12.60

15.20*

85-lb ASCE

8.33

30.10

2.47

11.10

12.17*

80-lb ASCE

7.86

26.40

2.38

10.10

11 .08*

*Not from AISC. Accumulated from various manufacturers. Reprinted courtesy of the American Institute of Steel Construction, Inc.

As Of Y-2001 *

Chemical Properties Standard Tee Rail Rail Weight and Section

Carbon

Manganese

1OO-IbARA-A

.70 to .80

.70 to 1.00

1OO-IbARA-B

.70 to .80

1OO-IbAREA

Sulfur

Silicon

.035 max

.04 max

.10 to .50

.70 to 1.00

.035 max

.04 max

.10 to .50

.70 to .80

.70 to 1.00

.035 max

.04 max

.10 to .50

90-lb ARA-A

.70 to .80

.70 to 1.00

.035 max

.04 max

.10 to .50

85-lb ASCE

.70 to .80

.70 to 1.00

.035 max

.04 max

.10 to .50

80-lb ASCE

.55 to .68

.60 to .90

.040 max

.05 max

.10 to .50

70-lb ASCE

.55 to .68

.60 to .90

.040 max

.05 max

.10 to .50

60-lb ASCE**

.55 to .68

.60 to .90

.040 max

.05 max

.10 to .50


Phosphorus

**Can be supplied to ASTM A 1

111

~18 Ph ..

IP

.


Ii

Liaht - T

M

Rail Properties of Section Moment Neutral Axis Y of Inertia Inches 4 Inches

Sectional Area Inches2

f


60-lb ASCE

5.93

14.60

2.05

6.60

7.10

40-lb ASCE

3.94

6.54

1.68

3.59

3.89

30-lb ASCE

3.00

4.10

1.52

2.55

2.70

25-lb ASCE

2.40

2.50

1.33

1.76

1.88

20-lb ASCE

2.00

1.93

1.26

1.41

1.53

16-lb ASCE

1.57

1.23

1.14

.99

1.08

12-lb ASCE

1.18

.74

.97

.72

.76

Industry Range

Chemical Properties LightTee Rail Rail Weight and Section

Carbon

Manganese

Phosphorus

Sulfur

Silicon

60-lb ASCE*

.50 to .70

.60 to 1.00

.045 max.

.05 max.

.07 to .50

40-lb ASCE*

.40 to .65

.60 to 1.00

.045 max.

.05 max.

.40 max.

30-lb ASCE*

.40 to .65

.60 to 1.00

.045 max.

.05 max.

.40 max.

25-lb ASCE*

.40 to .60

.50 to .90

.045 max.

.05 max.

.40 max.

20-lb ASCE

.40 to .60

.50 to .90

.045 max.

.05 max.

.40 max.

16-lb ASCE

.40 to .60

.50 to .90

.045 max.

.05 max.

.40 max.

.40 to .60 12-lb ASCE *Can be supplied to ASTM A 1

.50 to .90

.045 max.

.05 max.

.40 max.

Brinell Hardness Number

Manufacturers Range Standard Carbon

Type Rail Crane Rail Tee Rail 140-lb to 115-lb 1 OO-Ib to 85-lb

80-lb 60-lb 40-lb 30-lb 25-lb to 12-lb 112

High Strength

Minimum

Maximum

Minimum

Maximum

None Specified*

None Specified

321

388

300

None Specified

341

388

248 201

None Specified

321 277

388

201 180

None Specified 260 250

176 176

230 187

*Manufacturers

target 270 to 278

277

341 341

N/A

N/A

N/A

N/A

N/A

N/A

418 Current Specifications Product

Number

Contact Publisher

Carbon Steel Crane Rail

A 759

American Society for Testing and Materials 100 Barr Harbor Drive,West Conshohocken, PA19428-2959

Carbon Steel Tee Rail

A1

American Society for Testing and Materials 100 Barr Harbor Drive,West Conshohocken, PA19428-2959

Top Running Bridge & Gantry Multiple Girder Electric

70

Crane Manufacturing Association of America, Inc. 8720 Red Oak Boulevard,Suite 201, Charlotte, NC 28217-3992

74

Crane Manufacturing Association of America, Inc. 8720 Red Oak Boulevard,Suite 201, Charlotte, NC 28217-3992

Overhead Cranes Top Running & Under Running

Single Girder Electric Overhead Cranes

Notes

"--

113

AtlanticTrackpp113-114:AtlanticTrackpp113-114alt

5/11/10

2:09 PM

Page 114

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Inventory California

•

Georgia

•

Illinois

•

Pennsylvania

•

Mill Sites

Guarantee We guarantee that all material will be carefully inspected before shipment. Any material which is not as represented can be returned at no cost to you. Atlantic Track & Turnout Co. will pay the freight both ways.

www.atlantictrack.com 114

© 2002 ATLANTIC TRACK & TURNOUT CO. ALL RIGHTS RESERVED. PRINTED IN U.S.A. CIRCULAR NO. 7027.5M

The Crane Rail Book

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