Catalogue_Spring_Hangers.pdf

7/27/2019 Catalogue_Spring_Hangers.pdf

1/57

SPRING HANGER S

CATALOGUE No . 2

E. MYATT S. CO.101 B r isbane R d ., Toro nto, O ntar io M 3J 2K5


2/57

TABLE OF CONTENTS

Item PageThe RIGID a SPRING Principle- 1Installation instructions- 1Features- 2General information-2Typical applications- 2Design details- 3Selection procedure and Example-4Load-deflection table-5 Item PageFig. 805 RIGID Ar SPRING . . . s-6Fig. 810 RIGID ,r SPRING . . . . s-8Fig. 820 RIGID *SPRING-10Fig. 870 Light Duty Spring Hanger . . s- 13Fig. 880 Spring Cushions-13Fig. 890 Sway Brace-14Constant Support Hangers- 14

FOREWORD

Wherever piping is subject to vertical movement, a simple rigid hange rcan only provide proper support for the pipe in one position . Thefunction of a spring hanger is to provide continuous support for thepipe in all positions and relieve pipe stresses which could reach critica lproportions in the pipe itself or in connected equipment .The purpose of this catalog is to provide clearly detailed informationfrom which suitable spring units can be selected for the widest possibl evariety of applications .Our engineering staff will be pleased to review your pipe suspensio nproblems with you, whether they apply to high temperature power plantpiping or to cryogenic applications with temperatures to -320 F .


3/57

S P R I N GPRINCIPLEI N S T A L L A T I O NI N S T R U C T I O N

THE RIGID ,A r SPRING PRINCIPL EAS RECEIVED IN FIELDAND ERECTE D

INSTALLE Das aRIGID HANGE R

The locked spring assembly support sand holds the erected pipe a tCOLD POSITION

* side-lockingbolts

AFTER HYDROSTATI CPIPE LINE TES T

OPERATESas aSPRING HANGER

With lock-bolts removed the spring isfree to support pipe as it expands to

HOT POSITIONSPRING PRINCIPL E

The RIGID ,00` SPRING employs a unique design which overcomes the many difficulties inherent ithe installation of variable spring hangers .The helical spring in each unit is pre-set in our shop to the pipe "cold load" position and is lockeagainst deflection UP or DOWN* until the pipe line is ready for operation, at which time the sidelocking bolts are removed .The RIGID r SPRING therefore provides support to the pipe ;

(1 ) In its installed (COLD) position.(2) During expansion from COLD to HOT position .(3) At its operating'(HOT) position .

INSTALLATION INSTRUCTION SInstall the RIGID ,r SPRING as if it were a component part of a simple rigid pipe hanger . Take uall slack in the hanger rod, and then tighten the upper and lower hanger rod lock nuts .After the pipe line and all hangers are completely erected, and the hydrostatic test made, remove thside-locking bolts from the housing and the spring is free to deflect .Without further adjustment the spring will accurately support the pipe as the pipe expands to itoperating (HOT) position .In event that the pipe line is required to be dismantled, replace the side-locking bolts in the RIGI~ SPRING housing and the spring unit can be easily removed and stpred for re-use . The sprinlocking feature eliminates the need for extra long hanger rod threads and their tendency to strip whebeing turned under heavy spring loads .*An exclusive patent of Piping Specialties, Inc .

* PATENTED Manufactured in Canada under exclusive Canadian Licence from Piping Specialties Inc ., New York . s


4/57

NATURESMINERAL INFORMATION . TYPICALAPPLICATION SRIGID Ar SPRIN G

FEATURE SSprings are manufactured to requirements of theManufacturers Standardization Society MSS-SP-5 8

Helical steel springs are pre-compressed to conserveheadroom.All springs are calibrated and preset to the pipe"COLD" load before shipment .Each unit is furnished with a metal load indicatorscale easily readable from a distance.A welded steel housing protects the spring and allowsfull view of the spring operation through its full rangeof movement .The turnbuckle affords ample adjustment for the RHthreaded lower hanger rodA heavy coat of high quality paint protects the unitagainst corrosion and rust .The unit is installed as a simple rigid hanger .The spring is positively locked against UP or DOWN *movement until the pipe line is ready to operate.

GENERAL INFORMATIO NRIGID r SPRINGS are manufactured in three (3 )major groups, identified as Figs . 805, 810 and 820 .Each spring Figure No. is available in eight (8 )standard Types to satisfy various applications, andin 21 different sizes to accommodate pipe loadsranging from 53 lb to 28,680 lb .Special designs are obtainable on application .

Fig.No.Recom maximumvertical pipe mvmtin working range

Total availablespring deflectionincluding reserve805 1/2" 1-3/4 "810 1 " 3-1/2 "820 2" 7"

RIGID SPRINGS are designed to allow approxi-mately 20% load variability (standard for non-criticalpipe lines) between the COLD and HOT pipe positions .Spring variability is conveniently expressed in percent, and is determined by the formulas :Variability (%) Difference between HOT and COLD load (or) Pipe movement x Spring ScaleCalculated (HOT) load Calculated (HOT) load*Patented

E . MYATT & CO . , TORONTO ONTARIO

TYPICAL APPLICATION S

n

Type A

L - -r-T'

Type B

Type C Type D Type E

Type F Type G

s 2


5/57

DESIGDETAI

RIGID At' SPRINGDesign details of our eight (8) standard Typesof RIGID SPRING assemblies are illustrat-ed here .Type A is equipped with a RH tapped connectionfor the upper hanger rod . The turnbuckle per-mits ample adjustment for the RH threaded low-er hanger rod at all deflection positions of thespring .Type B and Type C are furnished with one and tw oupper plates welded to the top of the springhousing to permit bolted assembly to our stand-ard Fig 530 or Fig 128 upper attachments .Type B may also be used with a Beam Clamp .Type D and Type E are adaptations of the standar ddesign for installation on structural channelsspaced back to back to allow clearance for th ehanger rod.Type F is an adjustable base mounted spring forthe support of base elbows or horizontal pipesfrom beneath. The assembly is available wit hany form of modified upper connection .Type G and Type H trapeze spring hangers arefor suspension of horizontal pipe lines . Turn-buckles provide adjustment for RH threadedhanger rods .All RIGID ,VSPRING assemblies are furnishedwith our patented load-locking device which prevent sspring deflection UP or DOWN until the side-lockin gbolts are withdrawn .

II Load columL-, guide avaifspecifi, .4 ,

Type D T y p e E Type F

L p

Type A Type B

I l iType C

Type G



6/57

SELECTIO NP R O C E D U R E EXAMPL ERIGID Ar SPRING

SPRING SELECTION PROCEDUR EThe Selection Procedure and a typical Example are outlined here for your use .

PROCEDUR E1 . Calculate the actual pipe weight to be sup -

ported and tabulate as the pipe operating(HOT) load .

2. Calculate amount and direction of pipe verti-cal movement from COLD to HOT position .3. Select Spring Figure No ., applying movement

within limitations as recommended hereonfor approximate spring variability of 20% ;

Recom max pipe Use Springvertical mvmt Fig. No.1/2" 8051 " 81 02 " 82 0

Or determine permissible hanger load varia-tion between COLD and HOT condition to sui tparticular specifications.

4. Locate suitable HOT spring load in Table onpage s-5 and select corresponding SpringSize Number .

5 . To find COLD load, read from the Table onpage s-5 by reversing the direction of pip emovement .

6. Both COLD and HOT load must be in samevertical column headed Spring Size .Note that Spring No. 7 would notsatisfy this condition .

EXAMPL E

1 . Data: Calculated (HOT) load = 600 lbs

3 . Select Fig 810 Spring (since pipe movementis less than 1") .

4. 600 lb load is in column headed Spring SizeNo. 8 .

5 . From Table on page s-5 ,SPGSIZE

DEFLFl( ; .

8 81 0(HOT) 600 1" 7/8" REVERSE D(COLD) 731 -.-1-7/8" pipe mvmt

6. Select Spring Size No . 8 .600 lb HOT load731 lb COLD load

2 . Data : Pipe movement(COLD to HOT) = 7/8" U P

7. Assume ample headroom is available forType A Spring .8. Specify :Size No . 8

Fig. 810 RIGID .' SPRINGType AHOT load 600 lbCOLD load 731 l bPipe mvmt 7/8" U P

E . MYATT & CO . LTD., TORONTO ONTARIO

7 . Determine Spring Type. See page s-2 forTypical Applications .8 . Specifications are now complete and ready

for ordering .

s-4


7/57

LOAD-DEFLECTIOTABRIGID .~ S P R I N G

The RIGID.PRING Load-Deflection tableshown on this page is a graphic chart of springdeflections from minimum load to maximumload positions .RESERVED AREA (gray) A portion of the totalavailable deflection at each end of the springmovement is reserved to provide for some underor over-loading due to insulation, fittings orvalves which may be lighter or heavier thananticipated.WORKING RANGE (white) The white area in th ecentral portion of the chart represents the springworking range. Both HOT and COLD load posi-tions must be in the same vertical column unde rSpring Size, and within the actual working range .

RATED LOAD We recommend that every sprinwhich is selected operate as closely as passiblto its RATED LOAD shown in boldface type anlocated in the middle of the working rangeSPRING DEFLECTION The actual spring deflectionin inches and fractions for the three groups oRIGID ,.' SPRINGS are listed vertically in thoutside columns. Posted directly against thdeflections are the supporting forces exerteby the springs throughout their full operatinrange .SPRING SCALE The spring scale of each spring ishown across the bottom of the table and indicates the spring flexibility in pounds per incof deflection.

SPRING LOAD-DEFLECTION TABLED E F L E C T I O N SF R O M M I N .L O A D P O S I T I O N

2 5 2 1 3 3 6 3 3 7 5 45001600084 1 1 1 3 1 5 0 1 1 2 63 3 5 1 6 4688 62 5 0

2743 3 65 6

7 880

5 8 1 33 80 2 45 37 53 4800

3 2 7 1 ,3 3 7 6

43 5 94500 6000

7 7 5 080005 3 2

10351068

1 84 11 9 0042 4

3 2 63 3 6

831 4044

4641 82 5 01 11 051 08

1 491 8 61 9 21 9 8

2 4 82 5 6

5 8160061 9 61 8848 29 5 9 2 6 1 11 0 147 462 82 5

852 64

3 5 71469 ,

85 007 8 17 6 2690 3 5 8 70 1 95 1 37 21 5 1 5 388 2 04 49 0 63 8 85 087 5 63 7 565 6307 8 4 9 2 25 5 8 3 69 37 6 95 8 87 5 09 09 3

1 82 1 62 2 2

67 5 07 9 884 97 82 21 2 5

2 1 3 82 19 7 2 92 8 69 3 8

16021 647

2 1 02 882 9 62 80 3 68 , 04

5 1 800

9 2 5 3 9 0 4621 67

65 667 569 4

12021 2 3 53 89

50635203

9 0009 2 5 0

3 7 9 7 . 5 06 3

F I G8 0 5ci

1 1 8 Ma 4 71 / 4 1 / 4 9

1 2 1 3 1 8 3 116 5 1IM 1 /2 1/5 / 8 5 1 1 6/4 3 1 8

7 / 1 61 /

9 /1 65 / 81 1 1 1 83/1 3 1 1 8

F I G8 1 08250110860 4340 0 02 131314938'/ 8: : 1 1 7 65 1 5 5 3 5 EI 1 / 1 2 2 1 8 16133/; . . 1 =IN/ 29 9 6 9 EEj3 2 8 5 1 83 5 7 5 7 9 2 51 0 6 5 6 4 0 2 8 8 5 2 3

11000 4480 9 1 2 01 1 3 4 4 49 3 3 9 7 1 8 9 1 1 61 1 6 88 5 3 8 5 2 0 3 1 5 5 1 81 2 0 3 1 5 8 3 8 2 0 9 1 31 2 3 7 5 1 6 2 9 0 2 1 5 1 01 2 7 1 9 1 67 4 3 2 2 1 0 8

F I G8 1 0I G8 2 0

1 3 /4 5 8606264666869

12222

7 1 9 5 1 2 8 1 7 1 2 2 8 3 04 3 9 9 5 3 2 7 1 3 9 5 0 1 2 68 1 69 1 2 2 5 6 3 0 07 4 00 9 5 3 4 4 7 1 2 5 9 5 0 0 1 3 0 63 1 7 1 9 5 2 2 7 0 57 3 9 8 1 3 2 1 7 6 2 3 4 3 1 2 4 1 0 5 4 6 7 3 1 9 7 5 1 3 0 2 1 7 3 6 2 3 1 6 3 0 86 4 1 1 5 5 4 84 7 3 1 3 9 7 5 0 1 3 4 06 1 7 6 48 2 3 3 0 3 1 5 / 1 6 134 2 1 _75100 1 3 5 18 0 24 0 320 4 20 5 6 0 7 5 0 1000 1335 1 7 8 0 2 3 7 5 3 1 6 5 4 2 2 0 5625 7 50 0 0 0 0 0 1 37 50 1 8 1 0 0 23900 1 2 44 1 /4 2 1 / 8 1 1 1 1 6 7 7 1 0 3 138 18 5 2 4 6 32 8 4 3 1 57 4 7 6 9 1 02 5 1 3 6 8 18 2 5 24 34 3 24 4 4 3 2 6 5 7 . . 7688 10250 140941855324498 1 1 1 1 6 2 1 1 8 44 1 /2 2 1 /4 1 1 /6 7 9 105 14 2 18 9 2 5 2 33 6 4 4 1 58 8 7 8 8 1 0 5 0 1 4 0 2 1 8 6 9 24 9 4 3 323 4 4 3 1 59 0 . 7875 10500 144381900525095 1 1 1 6 2'/4 44 3/ 2 3 /8 1 3 1 1 6 8 1 108 14 5 194 2 5 8 34 4 4 52 602 8 0 6 1 0 7 5 1 4 3 5 1 9 1 4 2 55 3 3 4 02 4 5 3 7 604 8 0 6 3 1 0 7 5 0 1 4 7 8 1 1945825693 1 3 1 1 6 23/E 45 2 1 /2 1 1/4 8 3 1 1 1 0 1 4 9 198 264 352 4 62 616 8 2 51 1 0 0 1 4 6 9 1 9 5 8 2613 3 4 8 2 4 6 4 2 6 1 : : 8 2 50 1 1 0 0 0 1 51 2 51 991 0 2 6 2 90 1 1/4 2 1 / 2 55 1 / 2 5 / ; 1 5 / 1 6 84 11 3 152 203 27 0 360 4 7 3 630 8 4 4 1125 1502 20 0 3 26 7 2 3 5 6 1 4 7 4 8 632 : 8438 112501546920363 26888 1 5 1 1 6 2 5 8 55 1 /2 2 3 /4 1 3 1 8 8 6 11 5 1 5 5 20 7 27 6 368 4 8 3 64 4 8 63 1 1 5 0 1 1 5 3 5 2047 2 7 3 1 3 6 4 0 4 8 5 3 6 4 6 ' 8 6 2 5 1 1 5 0 0 1 5 8 1 32 0 8 1 5 2 7 4 8 5 1 3 / 2 3 / 5

5 3 /4 2'/8 1 ' 1 1 6 8 8 11 8 1 5 9 212 28 2 37 6 4 94 658 8 8 1 1175 1569 2092 2 7 9 1 3 7 1 9 4 9 5 9 6 6 1 ' 8813 11750 1615621268 2 8 0 8 31 7116 2~/8 56 3 1 1 /2 9 0 12 0 1 6 2 216 28 8 38 4 504 67 2 90 0 1 2 0 0 1 6 0 2 2 1 3 6 2 8 5 0 3 7 9 8 5 0 6 4 6 7 5 1 9000 12000 1650021720 286801 ' /2 3 61 9 !1 6 3 1 / 8 6% 3 ' / 8 =921 2 3 1 6 5 2 2 1 29 4 3 9 2 5 1 5 6 86 9 19 1 225 1 635 2 1 8 1 2 9 0 9 3 8 7 7 5 17 0 6 89 1 9188 12250 1684422173 2 9 2 7 86 1/ 3 1 /4 1 5% s 9 4 1 2 5 1 6 9 2 2 5 3 0 0 4 0 0 5 2 5 7 0 0 9 38 1 25 0 1 6 69 2 2 2 5 2 9 6 9 3 9 5 6 5 2 7 5 7 0 3 1 9375 12500 17188 2 2 6 2 5 2 9 8 7 5 1 5 / 3 66 3 /4 3 3 /8 "11 9 6 1 2 8 1 7 2 2 3 0 30 6 4 0 8 5 3 6 7 1 4 9 56 1 27 5 1 7 02 2 2 7 0 3 0 2 8 4 0 3 5 5 3 8 1 7 1 7 2 9 5 6 3 1 2 7 5 0 1 7 5 3 1 2 3 0 7 8 30473 "1, : 33/8 67 3 1 /2 1 3/4 9 8 1 3 0 1 7 6 2 3 4 3 1 2 4 1 6 5 4 6 7 2 8 97 5 1 3 0 0 1 7 3 6

SPRING2 3 1 4

SCALE3 0 8 8

lb/in .4 1 1 5 5 4 8 6 7 3 1 9750 13000 17875 2 3 5 3 0 3 1 0 7 0 3/ 4 31/ 7

3 01 5 1

4 02 0

5 42 7 1

7 236 1

9 64 8 1

1 2 864

:8 4 1 1 2

1 1

1 5 01 1 53 4

2 0 0 1 2 6 7 17 1 23 5 6 1

950 1266 1688 = 3000 4000 5500 7 2 4 0 956 04 7 5 1 6 3 3 1 ' 1 1 2 5 1 1 5 0 0 14 4 2000 27501 3 6 2 0 4 7 8 07 . 5 1 0 1 3 .5 1 8 24 3 2 4 2 5 6 7 5 1 0 0 EE 1 7 8 1810 23 9 037 . - 3 1 6 . ' 4 22 . . 7 50 1 0 0 0 1 3 7 5

E . M Y A T T & C O . LTD., TORONTO ONTARI O

3 3/


8/57

Fig. 805 RIGID .~SPRINGH O L E C7+1/8" -

RI-1 !ii1 1

A A A A LType B Type C Type D

T H D .L G T .

T LI D4-o U R EAD D IR EC T FR O M T A B L EWHEN PIPE MOVEMENT ISU PWHEN PIPE MOVEMENT ISDOWNADD AMOUNT O F PI P EMOVEMENT T O X .

(4 ) H O L E S 'R C '

q jType E Type F

FIG . 805 RIGID SPRING ENGINEERINGS P R IN G

SIZE'RATE DL O A D

LB

R O DSI Z EAR .h.TH DLG TAA

C A S I N G L O A DPLAT EDI A

DR O D T A K E -O U T

G HMA XLG TM

T AKR O DE - O U TP Q

LU GR A -D IU SRB A B BDI A

C E E E N N N0 7 1

95/2 4 4'/e

~4 5/-- - 4 % 4 3/s 4 3 3 /8 5'/e 3/4 'l4 63/s i/4 2'/4 1 3 3 /1 /2 4 15 /e J ~4 /4 J4 /4 ~4 /8 4 S3 /e 15 /4 J/4 11 i4 16 /2 1 1/4 2 /4 1 3 3 /

2 1 28 /2 4 5 /9 4 /8 4 /e 5 3/8 5 3 /e 5 3/a 3/4 /4 6 5/s /4 2 /4 3 3 /3 171 ' /2_ 5 3 /8_ 5'/4 5'/8 5 3/a 3'/e 5 3 /4 3 /4 1 '/4 7 2'/4 1 3 3 /4 228 '/2 4 5 5/8 5 V 2 5 3 /e ' 5 3/8 5 4 Ye 6 3/4 '/4 7 Y V 4 2'/4 3 3 /5 304 /2 4 6 5 3/4 ' 5 S y s 5 3/8 5 4 i/2 6'/4 3/4 '/4 7'/1 3/4 2 '/4 '/2 3 3 /

S% e T-----4 - - -6'/s ----5 3/ 1 5'/3 99 6 % 6 4 3 /4 6 3/4 1 1 3/e 7'/2 1 Y e 2'/2 1 '/2 3 '/-- -- 't -t - , -612 6 Vs53 2 5/8 6/ 6 3/ 8 6 5 /8 7'/e 1 1 3/e 8'/4 3/4 2'/2 1 '/2 3 '/8 71 3 5 /a 4 7 6 3 /4 1 6 3/8 6 3/8 6 5 '/4 7 3 /8 1 1% 8 '/2 3/4 2 '/2 1 '/2 3 '/9 950 3 /4 4'l1 7'/2 7 6 '/2 7 5/8 - 8 5 3/a 7 S/8 1 '/4 1 '/2 8 3/4 S /e 2 3/8 '/2 3 110 126 8 3/4 4'/1 8 17 '/1 7'/8 7 5/8 8 5 '/a 8 V s 1 '/4 1 '/2 9 '/4 5 /8 2 3 /a 1 '/2 3 1

11 1691 '/8 5 8'/4 7 '/a 7 3 /s 8 '/4 8 5 'A 83/4 1 '/2 1 3 /4 9 5/s 5/e 2 5 /a 1 '/2 3 1 '/s12 2256 1 5 8'/e 8 V 4 7 5 /8 8'/4 8 6'/4 9'/4 1 S /8 2 1 0 1 2'/2 2 3 1 3 /13 3007 1 '/a 6 9 3 /4 tI _9' /s ---_ 8 3 /8 8 . ~ ~ I Y--8 7 7 1 0 % 1 3 /4 2'/2 10'/a 1 2 3/4 2 3 1'/:14 4 009 1 '/e 6 10% 10' 9'/2 8'/4 8 7'/s 11 % 1 3/4 2 V 2 11 ' /8 1 2 3/4 2 3 1 V 215 5344 1'/4 6 11'/2 10'/8 10'/s 10 8 8 3 /g 12'/4 2 2'/2 1 2 5/s '/e 1 3/e 2 3 1 3/1 6 7125 1 V 2 7 1 3 1 2 V s 1 1 ' /2 1 0 8 1 0 3 /4 15'/4 2 3 /a 3 13'/e 2'le 43/4 2 6 2'/17 9500 1 3/4 7 15 13 3 /4 12'/s 10 8 12'/4 16/2 2 3'/1 15'/2 2'/4 5'/a 3 6 ss%- - -18 13063 -- -----2 8 ----1 6 Y e 14/2 - -13'/4 1 2 10 1 3 3 /a 17'/2 2'/4 3'/2 16'/4 2'/2 3'/2 3 6 3/19 17195 2'/4 9 1 8 ' / e 17 15 ' /4 1 2 10 14% 19 2'/2 4 18 3 /4 1 4 3 6

_3'/

20 22705 1 2' /2 9 203/4 1 8 3/4 } 16 ' / s 1 2 S% s 10 1 6 2 1 ' /4 2 3 /4 4'/2 20 3 /4 2 4 V 2 4 6 4

E . MYATT & CO . , TORONTO ONTARIOs-6


9/57

~ / 2 r r M a x . Pip eMovemen tIGID ASPRINGFig. 805 RIGID .0' SPRING is recommendedfor use where pipe vertical movement does notexceedvailable spring deflection within the working

range is 1-1/4 inch.Total available spring deflection includingamounts for reserve isll turnbuckles are tapped RH National coarse threaand allow ample adjustment for hanger rod .*Rated loads shown in the data table are at the midpoint of the spring working range. See page s-5tType E assembly is furnished with turnbuckle . Fielweld nut to top of upper hanger rod and field weld roto turnbuckle .

rWhen selecting spring size for Type G and Type Htrapeze assemblies, note that each spring carries halof the total pipe hanger load.

A Shipping weights of Type G and Type H assemblies arbased upon 24 inch C. to C. dimension.Ordering - specify :

(1) Spring size(2) Figure 'number(3) Type(4) Calculated pipe load (hot load)(5) Amount and direction of pipe vertica

movement, from cold to hot position

S P E C I F Y C . TO C .

8ALk-"c--. I I Type GEACH SPRING CARRIES HALF O FTOTAL PIPE HANGER LOA DLI~ wS P E C I F Y C . TO C .z z

n Type HEACH SPRING CARRIES HALF O FT O T A L P I P E H A N G E R L O A D

and DIMENSIONAL DATA

R A H O L E SI T : D IAU V W XI N S T A L L E D L G T MI NZ MI NZZ A P P R O X W E I G H T E A S P R INSI Z ETYPE SA 8 CD E T Y P EF TYPE SQG HIN MAX Y6'/2 3 (6 1 '% 3 3 /4 6 6 7 5/ e '/ 2 6'/2 5 8 2 36 '/ 3/4 V 4 3 (6 1 % 3 3 /4 6'/4 ! 7 7 3/4 '2 6 ' / 2 5 8 2 37 ' /2 3/4 V 4 3( 6 2 3/e 3 3 /4 6'/4 7 7 '/ 6'/2 7 1 0 2 7 27'/2 3/4 7 /s Y4 7 1 6 2 3 /e 3/4 6 7 8'l4 ~l2 :7 '/2 3/4 6 2 3 /8 3/4 6 3/4 7 3 /4~ 8'/2 '/ 2 '7'/2 6 3/4 7/a V4 3 r6 L3 16 2 3/ 8 3 3 /4 7 '/ 2 I 1 3 3 3 58 3/9 7 8 9 19 7 3/4 8 3 /4 9 3/4 % 9 7 7/e 3/8 3 7 ' / s 8'/e 1 0 s/8 6'/e 1 9 2 5 S 5 ;FIG . 80

0

1 0 : 7/a 1 Y s 3/s % 1 Y4 8 `/8 9 3/ s 1 0 ' /2 3/4 8 3 1 e : 10 9 10 11 3/4 8 3 4 . . 1 01 0 'l4 4'I2 4 9 1/4 10'/4 11 3/s 8 3/e 41 I I10 8 7/s 1 3/s Y 2 % 1 Y 2 9 5/s 10 s e 12 1 9'/2 52 122 1 210 8 7/s 1 V 2 V 2 3/s 3 /s 4'/2 _5 1 Y 2 3/s1 _ 0 1 1 3/8 13 3 /e 1 ' /s 9533 36 1 310 8 7 /s 1 Y2 Y 2 3/a 3/8 4'/2 _5 1 Y 2 1 1 ' / z 12 1 /2 1 4 3/s 1 ' /e 9'/e I I 1 I 1 41 2 I 1 2 i 1 3 ' /4 1 5 5 I8 1 ' 4 1 1 3 /4 : I I . 1 512 I 'l 2 4'/2 8 13 5/s 14 % 17 3 /8 2'/e 15'/2 116 126 : 1 612 1 I 7 /a 2 V 4 3 /4 V 2

_2 1/2 15'/8 16 19 2 3 /8 16'/4 - - 336 1 714 S/8 4'/2 12 15'/2 16'/2 20'/e 3 19 : 226 . I

14 s /8 4'/2 1 2 173/4 1 8 3 /4 23 3/4 2'/4 20 I I 665 '14 1 2 3 Y 2 s /e 4'/2 1 2 3 1 8 s/8 19 % 26 3 /s 2'/2 21 365 333 : I

E . M Y A TT & CO . , TORONTO ONTARIOs-


10/57

Fig. 810 RIGID Ar SPRING

T

Type A Type B Type C Type D

T H D .L G T .

READ DIRECT FROM TABL EWHEN PIPE MOVEMENT ISU P

WHEN PIPE MOVEMENT ISDOW NADD AMOUNT OF PIP EMOVEMENT TO X .

Type FFIG . 810 RIGID SPRING ENGINEERING

* R O D R .H .PLATE

R O DS P RI N G R A T E D SIZE T H D CASING R O D T A K E - O U T M A X La m.SIZE L O A D A LG T DIA D IA LG T T A K E - O U T D IU SLB AA B B A B B C D E E E G H M N NN P Q R

0 7 1 1 /2 6 7 5 /s 77/ 4 3 /8 4 6 ' / e 7 3/4 3/4 1 '/ 1 0 '/ 1 Y 4 5 Y 4 2 6 3 / 95 1 /2 6 8 7 5 /8 7 S /8 4 a le 4 6 '/ 8 '/ 3 /4 1 1/4 0'/e 1 '/ 5 1 /4 2 6 3 /2 1 2 8 1 /2 6 8 7 3/4 73 /4 5 3 /s 5 6'/2 8 1 /4 3 /4 1 1 /4 1 1 1 '/ 5 1 /4 2 6 3 /

3 1 7 1 Y 2 6 83/8 8 1 /4 8' A 5 3 /8 5 6'/e 8 3 /4 3 /4 1 V 4 1 '/ 1 '/ 5 1 /4 2 6 3 /4 228 1 /2 8's 8 3/4 8% 5 3 /s 5 7 3 /8 9'/4 3 /4 1 '/4 1 2 1 '/ 51/4 2 6 3 /

^ 5 304 ' l2 6 9 1 /4 9 8 '/e 5 3 /s 5 7 3 /4 9'/2 3 /4 1 '/4 2' 1 ' 5'/4 2 6 3/6 399 5/ e 6 9 3 /e 9 8 3/4 6 3/8 6 7 S/8 9 5 e 1 1 3/e 12'/4 2'/4 5'/2 3 6

_'/

7 532 Y s 6 10 % 10 1 /4 9'/e 6'/s 6 8 '7s 10'/s 1 1 3 /8 3 1 /2 2'/4 5 ' /2 3 6 '/8 L73 5/e 6 10 3 /4 10 1 /2 10'/e 6 3/8 6 9 11 ' /e 1 1 3 /e 13 3 /4 2' 5'/2 3 69 950 3 /4 7 1 1 3 /e 10_'/s 3 / 81 0 7 % 8 9 11 '/2 1 1 / 4 1 '/2 1 4 '/e 2 '/e 53/e 3 6 1

10 1268_

3 /47 __

12' /e 11 % Y 1 1 1 /4 7 5/e 8 10 12'/4 1 1 /4 1 1 /2 14'/e 2'le 5 3/e 3 6 111 1 _ 6 9 1 _ ' / e 7 12 1 /4 11 '/s 1 1 3/s 8 8 9'/s 12 3 /4 1 '/2 1 3/4 15'/e 2'le 5 5 /s 3 6 1 '/s12 2256 1

. __7 13 /e 12 /2 11 /e 8 /4 8 10 /2 13 /2 1 /s 2 15 /4 3 5 1 /2 4 6 1 3/

13 3007 1 ' /s 8 -- ---14'/s - -13'/2 12 3 /4 8 1 /4 8 11 3 /s- --- -

15 1 '/4 2'/2 16 3/4 5 3/4 4 6 1 1/14 4009 1'/s 8 15 3 /4 15'/4 1 4 Y e 8'/4 8 13 16 3/4 1 3/4 2' 18 1 /2 3 5 3/4 4 6 1 '/15 5344 1'/4 8 16% 15'/e 15'/e 10 8 13 3 /s 17'/4 2 2'/2 19'/s 2'/e 4 3/e 4 6 1 3/16 7125 1 1/2 9 19 18'/e 17'/2 10 15 3 /s 19'/e 2 3 /s 21 3/e 2 3/4 4 3/4 4 6 2 1/17 9500 1 3/4 9 2120%19 3 /4 10 8 18 1 /2 22 3/4 2 3 1 /2 23'/e 2% 5'/e 4 6 2Y18 13063 2 10 22% 21 1 /s 19'/s 12 10 19 23 1 /s 2'/4 3 1 /2 24 3/s 2 1 /2 3'/2 4 6 3'l19_ 17195 21/4 . 10 27% 25 1 /2 23 3/4 12 10 23'/s 273 /4 2 1 /2 4 2 8 3 / 4 2'/4 4 4

: 63 1/

20 22705 2'/2 1 1 29% 271/2 24'/s 12% 10 24 3/4 30 2 3 /4 4'/2 30 3 /4 l 2 4 1 /2 4 6 4

E . MYATT & CO. , TORONTO ONTARIOs-8


11/57

' "i Max . Pip eM o v e me n tIGID Ar S P R I N G

I I

IA

Fig. 810 RIGID * SPRING is recommendedfor use where pipe vertical movement does notexceed

vailable spring deflection within the workingrange is 2-1/2 inches .Total available spring deflection includingamounts for reserve isAll turnbuckles are tapped RH National coarse threa1- and allow ample adjustment for hanger rod .*Rated loads shown in the data table are at the midpoint of the spring working range . See page s-5tType E assembly is furnished with turnbuckle . Fielweld nut to top of upper hanger rod and field weld i oto turnbuckle .When selecting spring size for Type G and Typetrapeze assemblies, note that each spring carries hal

. of the total pipe hanger load .A Shipping weights of Type G and Type H assemblies arbased upon 24 inch C . to C . dimension .Ordering - specify :

(1) Spring size(2) Figure number(3) Type(4) Calculated pipe load (hot load)F (5) Amount and direction of pipe verticamovement, from cold to hot position

FIG . 8 1 0A P P R O X W E I G H T E A

X TYPES T Y P E TYPES S P R INH O L E S DIA INSTA L L E D L GT MIN MIN A B C 0 SI Z ER A RB RC S T Ti T, U V W MIN M A X Y Z . Z Z D E F G H

6' 12 5 3/4 '/s 3 (6 3 1 6 1 % 3 3 /4 8 3/4 10 1 1 3 /4 1 /2 9 '/ 6 9 25 06'/i 5 3/4 '/ e Y 4 3 (6 3 i 6 1 '1 1 6 3 3 /4 9 10 '12 12' 9 7 10 2 7 1_7'/2 6 3/4 '/e 1 /4 alb 3 f 6 2 Y e 3 3 /4 9 ' /e 11 1 2 ' 1 4

_Y 2 9 ' /2 1 0 1 3 37 2

7 ' 1 2 6 3/4 7/s 3 (6 K6 2 3/e 3 3/4 9'/2 _11'/2_ 2'11 _'/2 9 ' /2 1 1 15 39 37 '12 6 3/4 '/s 3 (6 3 (6 2 Y /8 3 31 4 1 0 1 2 1 3 ' 4 1 /2 ' 9' 2 1 2 16 41 47'12 6 3/4 '/e 1 /4 ib 3 I6 2 3/e 3 3/4 10Y4 12'14 13'/2 9 ' /2 1 3 1 6 43 59 7 '/s 3/e 1/4 1/4 3'/2 3 1 10 ' /4 12' /4 13 3 /4 S/8 9'/e 1 8 2 8 53 69 7 7/s 1 3/e 1 /4 3'/2 3 1 1 1 3 /e 13 3 /8 15 Y e 9'/e 23 32 63 79 7 '/s Y e 1/4 /4 3'/2 3 1 1 1 Y s 1 3 Y e 15 'l4 5/s 9'/s 2 5 33 67 8

1 0 8 '/s 1 ' / s Ys 3/e 1/4 4 '/ 4 1 Y 4 12' /4 1 4 '/ 15'/e 3/4 1 1 40 52 102 91 0 8 '/ e '/8 3/8 3/8 /4 4' 12 4 1 1 /4 1 3 Vs 15'h 1 6 % 3 /4

_1 1 45 57 112 1 0

1 0 8 '/ s '/e 3/e 3/e '4 4'/2 4 1 '/2 13 ' /4 15'/4 17'/e '/e 1 1 3/e 53 64 128 1 110 8 '/s 1 Y e 1 /2 3/e '/4 4'/2 5 1 1 /2 13'/s 15'/s 1 8 1 1 2 ' 1 2 60 67 150 1 210 8 '/ s 1 1 /2 3/e 3 /e 4 '/2 5 1 ' / 2 14 3/4 16 3/4 19'14 1 ' /e 127/s 68 81

_166 1 3

10 8 '/ s 1 1 /2 /2 3/e 3 /e 4'/2 5 1 '/2 16 % 18 % 21 1 12'/e 81 93 192 1 412 10 '/s 1 Y e /2 ' /2 Y 2 4' 12 8 2 17'/4 19'/4 2 2'/e 1 ' / 4 143/4 128 1 4 2 306 1 5

_ 12 10 '/ e 1'/s 3 /4 1 /2 /2 4'/2 8 2 19 s/e 2 1 % 24'/8 1 1 /2 15'/2 157 167 364 1 612 1 0 's 2 % 31 4 'l 2 /2 4'12 8 2 ' /2 22 24 27 7 /s 1 3/4 16'/4 195 197 440 1 714 12 '/s 2 '/ 1 ' /2 Y e 4'/2 12 2'/2 2 2'/s 24 Ye 29 2 19 305 300 695 1 814 12 7/s 2 3/4 1 1 /2 5 /e 4'/2 12 3 26'/4 28'/4 33 3/4 2'/4 20 395 395 875 1 914 12 7/e 3 1 '/2 5 /s 4'/2 12 3 27'/s 2 9 Y e 363/e 2'/2 2 1 495 458 1075 20

E . M Y A T T & C O . TORONTO ONTARIO

snarl' C . T O C .

t'LIA

LL- .I =Type Gkit

1 "

3' /2 "

E A C H S P R I N G C A R R I E S H A L F 0T O T A L P I P E H A N G E R L O A DS P E C I F Y C . TO C .

; L ,

c i n Type HE A C H S P R I N G C A R R I E S H A L F O FT O T A L P I P E H A N G E R L O A Da n d D I M E N S I O N A L D A T A

s-


12/57

Fig. 820 RIGID .~SPRING

R E A D D I R E C T F R O M T A B L EW H E N P I P E M O V E M E N T I S U P

Type Cype B Type D

TD .L G T .

WHEN PIPE MOVEMENT ISDOW NA D D A M O U N T O F P IP EM O V E M E N T T O X .

L .-- R B ~l ( 1 ) H O L E S ' R C '( S Q U A R E )

B BType EFIG. 820 SPRING ENGINEERIN GIGID

Type F

S P R IN GSIZE

RATE DL O A DLB

SI Z EAR .H .TH DLG TAA

CASING L O A DPL A EDI AD

ROD TAKE-OUTG H

MA XLO TM

R O DT A K E - O U TP Q

LU GD IU SRB A B B DI AC E E E N N N

I I t 10 71 1 /2 9 1 3 '/2 1 3 '/e 13'/. 4 % 4 12 1 3 % 3/4 1 ' /4 1 9 % 1 '/ 8'/4 2 9 3/1 95 1 /2 9 14' 13 ' /8 1 3' /e 4 3/8 4 1 2 3 /4 1 4 3/8 3 /4 1 '/ 203/8 1 ' /4 8 1/4 2 9 3/

14 5'/e 5 1 2 3 /4 1 4 'l2 3/ 4 '/4 20'/2 1'/4 8 1/4 2 9 3/128 '2 9 14 1 /4 1 43 1 7 1 1 /2 9 15 1 4 ' / 8 143/4 5 % 5 13 ' /2 15 3/8 3 /4 '/ 4 21 3 / e 1 '/4 8'/4 2 9 3/4 228 9 ~ 16'le 1 6

1 6 ' / 215 ' /e 5 3/8 5 s e 16' /2 3 /4 '/4 22 '/2 1 '/4 8'/4 2 9 3/1 6 3/15 ' /e

5 3/8 5 15 ' /4 1 7 3/4 '/4 23 1 '/ 8'/4 2 9 3/5 304 ' /2 9 1 6 3 /46 3/8 6 1 4 3/4 16% 1 1 3 /s s e 2'/4 8'/2 3 9 '/e6 399 5/8 9 16 1 /2 1 6 ' / s

7 532 5/8 9 1 8 '/e 1 8 '/2 18'I8 6'a 6 1 7 ' / 5 19' 1 1 3/8 25 2' 8 1 /2 3 9 '/ e8 7 1 3 5/8 9 1 9 1 8 3 /4 183/8 6 3 /8 6 17'/4 1 9 ' / e 1 1 3 /8 25 'l4 2'l4 8 ' l2 3 9 '/ e9 950 3 /4 1 0 1 9 ' / e 1 9 3 /8 1 8 ' / e 7 Y e 8 1 7 3 /4 20 1 '/4 1 '/2 25 7/ e 2'le 8 3 /e 3 9 1

88

19 3 /18 ' /e

21 5 / a 1 1 /4 1 '/2 2 7 1 / 2 2'/e 8 3 /e 3 9 110 1268 3 /4 10 21 21 20% _7 %8 ' /4 21 3 /4 1 'l2 1 3 /4 273/ e 2'/e 1 1 V s 3 1 2 1'/e1 1 1691 10 21 1 /4 20' /8 20 3/

21 1/22'/8

8 1/ 8 20' /e 23 1 / e 1% 2 28 5 / e 3 11 ' /2 4 1 2 1 3/12 2256 1 10 22 3 /4 22'/e8'/4

20' /2 24 'le 1 3 /4 2 1 /2 30 ' /e 3 1 1 3 /4 4 1 2 1'/13 3007 1'/e 11 24'/4 23%24 5/8 28 3 / e 1 3 /4 2'/2 33 3 / e 3 1 1 3 /4 4 1 2 1 '/14 4009 1 '/e 1 1 2 7 3/8 26 7/8 26 V4

15 5344 1 1 28'!e 27 26 3 /4 1 0 8 25 28'/e 2 2'/2 34 2'/e 10 3/ 4 12 1 3 /16 7125 1 '/2 12 T 32 3/ 4 3 1 7 /8 3 1 1 /4 1 0 8 29'/. 33% 2 Y/. 3 3 8 Y s 2 3/4 10 3 /4 4 12 2/17 9500 1 Y / 4 12 37 5 / e 36 Y/8 35 ' /2 10 8 3 4 '/4 3 8 '/2 2 3 '/2 42'/. 2 Y /e 11'/. 4 12 2 %18 ,13063 2 13 3 8 ' / 4 36 5/8 353 /s 12 10 34 38% 2'/4 3 '/2 43'/s 2'/2 9 ' /2 4 12 3'l19 17195 2'/4 13

_46 3 / 4 44 7 /. 43'/e 1 2 10 42'/2 47'/s 2'/2 4 51 3/e 2'/4 10 4 1 2 3'/20 22705 2'/2 14 49 3 / 4 47% 45 1/. 12% 10 45 50% 23/4 4'/2 5 4 ' / 4 2 10 ' /2 4 12 4

E . MYATT & CO . , TORONTO ONTARIOr10


13/57

RIGID ..~SPRING 2f/ Max. PipeMovement

EACH SPRING CARRIES HALF O FTOTAL PIPE HANGER LOAD

ea


Fg. 820 RGD00 SPRNGis recommendedfor use where pipe vertical movement does no texceedvalabe spring deflection wthn the workng

range is 5 inches.Tota avalabe spring deflection includngamounts for reserve isll turnbuckles are tapped RH National coarse threadand allow ample adjustment for hanger rod .*Rated loads shown in the data tabe are at the md-pont of the spring workng range. See page s-5tType Eassemby is funshed wth tunbucke. Fedweld nut to top of upper hanger rod and field weld ro dto turnbuckle.',When seecting spring sze for Type Gand TypeHtrapeze assemblies, note that each spring carries halof the total pipe hanger load.

A Shipping weights of Type G and Type H assemblies ar ebased upon 24 inch C. to Cdimension .Odering - specfy

(1) Spring size(2) Figure number(3 ) Type(4 ) Calculated pipe load (hot load )(5 ) Amount and drection of ppe verticamovement, fromcod to hot postion

at Type H

2

7"

and DIMENSIONAL DATA FIG . 820

R A RBH O L E S

RC S1 I

T T, T ,

f

DI AU V WXINSTA L L E D L G TT Y MINZ MINZZ

A P P R O X W E I G H T E A iTYPES iA B CD E

T Y P EF

TYPE SG H

S P R IN GSI Z EMIN MAX

6'h 5 3 /4 '/ 'I' 3f! 1 ) ~. 1 3 3 /4 14'/z 6'/ 21 12'/: 10 14 35 0'2 12'/: 11 16 3 7 17 ' /4 21 3/'h 5 3/4 '/ 1/ 3( 3 c. 1 % 3 3/4 15'/7 'h 6 3/4 '/ '/4 J . i 2 34 3 3/4 1 5 34 7 % 21 3/4 'h 12'2 1 5 21 45 27 1 h 6 3/4 '/4 3 f. 2 34 3 3/4 1 6 ' / , 18 ' / 2 2'/4 'h 12'2 17 23 5 0 3

3/ 17V4 9'/19'/4

23 3/24'/4

'/: 12/: 20 23 57 4'l: 6 3/4 '/ 1 /4 2 % 33 3/4 17 3/4 12'h 2 2 25 61 S'l: 6 3/4 'l. '/4 3( 2 3h

9 7 '4 3 / '4 '/4 3/: 3 1 17% 19'1. 244 % 12'/. 30 40 77 69 7 '/. 1 3/. 'l4 '/4 3'// I 3 1 19 % 21 % 26'h % 12'/. 38 47 93 79 7 'h 1 34 '/4 3/: 3 19'/. 21'4 26'/4 3/I 12'/. 40 50 9 70 8 'l 1 'h % % '4 4 4 1'l4 20'/4 22 3/4 27'4 3/4 14 64 78 150 910 8 '/. 1'h % 3/. '/4 4'h 4 1'/4 222 24 3 2 29' /4 3/ 4 1 4 73 88 168 1 0

1 0 8 'l. 1 'h '/ 3 4 'A 4 'h 4 1 '/: 22'/4 24' /4 29 3 /s '/I 1 7 % 84 96 190 1 110 8 7/. 1 34 'h 34 '/4 4h 5 1'h 23'h 25'h 30'/. 1 18'2 94 103 218 1 210 8 7/. 1'/: '2 3/ 3/. 4/: 5 1'/ 24'/. 26'/s 32 3 4 1 '/. 18'/. 110 120 2 50 1 310 8 'l. 1'h % :4 4h 5 1'h 28'/4 30'/4 35'/. 1'/. 18'/. 133 143 295 1 412 10 ./ 1 % % '/ 'h 4'h 8 2 28'/. 30'/. 37 1'A 20 3/4 . 205 221 460 ; 1 512 10 '/. 1'/. 3/4 'h '/: 4'/ 8 2 33% 35 34

_41'/. 1'/: 21'2 260 267 570 1 6

12 10 'h 2'/4 3/4 'h '/: -4'h 8 2'/ 37 3 /4 39 3 /4 46'4 1 3/4 22'/4 330 320 710 1 714 12 '/ s 2'2 1 'l 3 4 4h 12 2h 37 % 39'/ 47 3 /4 2 25 493 481 '1070 1 814 12 '/. 2 /4 1 'h % 4/ 12 3 45% 47'!. 56% 2'/4 26 675 650 11440 1 914 12 'I. 3 1 '/ s4 4 '2 12 3 47% 49% 59'/s 2'/ 27 820 760 T1730 20

E . MYATT & CO. , TORONTO ONTARIO B-1


14/57

Fig. 830 RIGID ,~SPRING

Type B

READ DIRECT FROM TABL EWHEN PIPE MOVEMENT ISU PWH EN P I P E M OVEM EN T Is DO W NADD AMOUNT OF PIP EMOVEMENT TO X .

I

Type D

tType E Type F RIGID SPRING ENGINEERIN G

S P R I N GSIZE#

RATE DL O A DLB

R O DS IZ EAR .H .TH DLG TAA

CASINGL O A DP LAT EDI A

DROD TAKE-OUT

G HMA XL G T

M

R O DT A K E - O U TP Q

LU GR A -D IU SRE EB B A BB D I

AC N N N

0 7 1 '/ 2 9 19-3/8 1 9 1 9 4 3/8 4 17-7/8 19- 1 /2 3 / 1'/4 2 2 - 1 1 4 1'/4 8 ' /4 2 9 3/l 95 9 20-1/2 20-1/s 20-1/8 4 3/e 19 20 -5 /8 3/4 1 'l4 23-3/8 1'!4 8' 2 9 3/42 128 '2 9 2 0-5 /8 2 0-1 /4 20i/4 5 % 5 1 9 20-3/4 3/4 1'/4 23- , / 2 1'/4 8 1 /4 2 y 9 3/3 1 7 1 21-5/8 2 1 - 1 / 2 21-3/8 5 3/e 5 20-1/8 , 2 2 3 /4 1'!4 24-3/4 1 '/ 8 ' /4 2 9 3/8 ' /4 2 9 - 3/4 228 '/ 2 9 23-3/8 2 3 - 1 / 4 23-/8 5% 5 2 1 - 712 3 - 3 / A 3/4 _ 1 '4 _ 26- , /2 4!/49 2 4 _ 1 /4 2 4 2 3 - 7 / s 5% 22- 3J4 . 24-1/2 3/4 1'/ 27-,,4 1'/4 8'/4 2 9 3 /5 304 '/6 399

^ s/e 9 23-5/8 2 3 - i / 4 2 3 6'/e 6 ~2+3-2/8 1 1 3 /e 4 , 26-1/2 2 '/4 8'/2 3 9 '/7 532 s% 9 2 7 -1 1 8 26-3/4 2 6 - 3 / 8 6'/e 6 25-3/8 , 27-3/8 , 1 1 3/s 3 0 2'l4 8'/28 7 1 3 % 9 27- 1 /2

,2 7 26-5/8 6% 6 , 25-112 27-5/8 1 1 3/ e 3 0-i/4 2 '/4 8 % 3 . 9 7 /e

9 950 3/4 1 0 x2 837 - 2 / 8 27-3/8 7 % 8 26-1/4 2 8 - V / 2 1 ' l4 1'/2 31-1/8 2' /e 8'/e 11 0 1268 3 / 4 1 0 30-112 30-3 /8 3 0 7 3 / e 8 28-314 3 1 1'/4 1 33-5/8 2'/ 8'/e 3 9 11 1 1 69 1 7/ e 1 0

_30-, / A 29-7/8 29-3/8 8'!4 8 2 7 - 7 / 8 30-3/4 1 ' / 2 1 3 /4 33- 1 /8 2'h 1 1 % 3 1 2 1 '/e

1 2 2256 1 1 0 3 3 - 3 / 8 3 1-3 /4 3 1-1 /8 8'/4 8 29-3/4 3 2 -3 /4 1 % 2 3 5 3 1 1 ' / 2 4 1 2 1'/2 '/2 3 7 3 1 1 3 / 4 4 1 2 1'/21 3 3007 1'h 1 1 3 4- 3 / 8 3 3 - 3 / 4 3 3 8 1 /4 8 29-5/8 33-1/4 1 3/1 4 4009 1 1 /s 1 1 3 9 38-1/2 37-7/8 8'/4 8 3 6- 1 / A 40 1 ' / 4 2 ' /2 41-3/4 3 1 1 3 / 4 4 _ 1 2 1 '/21 5 5344 1'/4 1 1 39-3/4 3 9-1 /8 3 8-3 /8 1 0 8 36-5/8 40i/2 2 2' 42-3/8 2 ' / e 1 0 3! e 4 1 2 1'/16 71 25 1 /2 1 2 46-1/2 45-5/8 45 1 0 8 47-3/8 2 ' ! e 3 48-7/8 2 3 / 4 103/4 4 12 2'/17 9500 1 3/4 1 2 5 3 - 3 /8 52-1/8 51- 1 /4 1 0 8 5 0 54-1/4 2 3 ' /2 55-3/8 2 s e 1 1 ' / e 4 1 2 2 s/2'/2 9 J 4 1 2 3 '7 ,$ 13063 2 1 3 53-3/4 5 2 - 1 / 8 50-7/8 1 2 1 0 ' 5 0 5 4-1 /e 2 ' 4 3 5 5 - 3 / 81 9 17195 2 ' /4 1 3 66-1/8 64-1/4 62-1/2 1 2 1 0 61-7 /s 66-1/2 4 67-1 /8 2 ' /4 1 0 4 1 2 3'/20 22705 2 ' /2 1 4 7 0 68 65-1/2 1 2 S/ e 1 0 65-1/4 7 0 1 / 2 2 ' /4 4'/2 71-1/4 2 10'!i 4 1 2 4

E. MYATT & CO. LTD ., TORONTO ONTARI Os-S 2


15/57

~ . RIGID ArSPRING 3 Max, Pipe.Movement

EACH SPRING CARRIES HALF O FTOTAL PIPE HANGER LOA D

w

ea


Fig. 830 RIGID .1 SPRNGis recommendedfor use where ppe vertica movement does noexceed

IA

e Type G

S P E C I F Y C . TO C .

x Type H

3"

10. 1

Available spring deflection within the workingrange is7 .~ , : inche s .Total available spring deflection includingamounts for reserve isll turnbuckles are tapped RH National coarse threaand allow ample adjustment for hanger rod .*Rated loads shown in the data table are at the midpoint of the spring working range . See page s-5tType E assembly is furnished with turnbuckle . Fieweld nut to top of upper hanger rod and field weld roto turnbuckle .RWhen selecting spring size for Type G and Typetrapeze assemblies, note that each spring carries haof the total pipe hanger load .

o Shipping weights of Type G and Type H assemblies abased upon 24 inch C . to C . dimension .Ordering - specify :

(1 ) Spring size(2 ) Figure number(3 ) Type(4 ) Calculated pipe load (hot load)(5) Amount and direction of pipe verticmovement, from cold to hot positio

and DIMENSIONAL DATA FIG . 83A P P R O X W E I G H T E A

R A R SH O L E S

RC S T T , T .D IAU V W

XI N S T ALLED LG TY

M! NZ

MI NZ Z

T Y P E SA B CD E

T Y P EF

TY P E SLG HSPRI

S IZMIN J MA X

6'/2 5 3 /4 7A 'l~ 3 ~ e 3 fe 1 ' 3( 3 /4 20-3/8 22-3/8 23-1/2 '/ 12'/t 14 19 456'/2 5 3 /4 '/a '/4 3 < e 3 ~ e 1 3i' 3 3 /4 21-1/2 23-1/2 24-5/8 '/2 12 YY 1 5

202229

4753'h 6 3/4 'A '/4 3 ~ e 3 ~ e 23/. 3 3/4 21-5/8 23-5/8 24-3/4 'h 12'h

7 'h 6 3/4 7A 1 /4 3 (e 3~ 8 2 3/ 3 3 /4 22-3L 24-3/4 26 '1 J 2 'h 23 - 31 6 171 /2 3/4 'A '/. 3 fe - 3e 2'A 3 3/4 24-,L6-1/2 27 -3 /4 "'/' Y212 _ 28 3 0 7 37'h9

6 3/ _ 'l. 'I43A

3 (e .'/4

3fe'/4

23A3'/t

33

3/4 1

?5-1/424-1/2 ,

27-i/426-1/2

28-,/2 ~ y28

'h~ 's

12'212'/A

3 142

_i 3 4

52I 79

10 1` y a m _ ._ _

9 7 'A 'A ' l4 'l4 3'h 3 1 27- 71e 29-7/8 31- 1 /2 % 12 Y. 53 62 1239 7 7/. 3/. Y4 '/4 3'h 3 1 2$-1 1 8 30-1/8 31-3/4 s e 12'/. 55 67 127

10 8.

'A 1'/A 3/s

3/ Y 4 4h 4 1'/4 29-1/4 31-1/4 32-7/8 _3/4 14 88 104 198 _10 8 '/ 'A 3 /. 3/ Y 4 4'h 4 'l1 31-5/8 33-5/e 35-3/8 3/4 14 101 119 224 110

.8

-'/ e 1'A 3/e 3A '4 4h 4 1 1 /2 31- 1 ,4 33-1/4 35-3/e 7A 173 % 115 128 252 1

10 8 'A 1 3 A '2 3A ' 4 4 Y 2 5 1'h 3 3 - 1 /8 35-1/8 37-1/2 1 18'h 128 139 285 110 8 'l. Ph 4 V2 3/.- 3 A 4'h- 5- 1 'h 35 37 39-3 /4 1'A 18'A 152,59_._.10 8 7 A 1 'h 'h 3A 3A 4 1 /2 5 1'/2 38 - 7/ 8 40-7/8 44-1/2 1 'I. 18'/. 18 5 1 9 3 39 812 10 '/. 1 3 / 6 ' h 4 ' / 2 8 2 4 0 - , / 4 4 2 - 1 / 4 4 5 - 3 / 8 1 ' / 4 2 0 3 / 4 28 2 30 0 614 112 10 'A 1 ' l. 3 /4 ' h ' h 4 'h 8 2 _47-1/8 4 9 - 1 / 8 5 1 - 7 / 8 1 'h 21 'h 36 3 36 7 _7 7 6 112 10 'A 2 ' / 4 3 /4 'h 'h 4h 8 2'h 53- 1/2 55-1 /2 59 -3 /e 1 3 /4 22 465 443 980 114 12 7A 2'h 1 'h 3A 4h 12 2'h 53-1/8 55-/8 59 -7 /8 2 25 681 662 1444 114 12 'A 2 3 /4 1 /2 % 4 1 /2 -12 3 64 66 72-3 /8 2'/4 26 955 905 2005 114 12 'A 3 1 'h s 4h 12 3 68 70 77 2'/2 2 7 1145 1062 2385 Z

E . MYATT & CO. LTD., TORONTO ONTARIO s


16/57

Fig. 805 RIGID SPRING

Type Cype A

MD .LC T .

READ DIRECT FROM TABL EWHEN PIPE MOVEMENT IS U P

WHEN PIPE MOVEMENT 1S DOW NADD AMOUNT OF PIP EMOVEMENT TO X .

(4 ) M I ES 'R C

qt-,--1 1I

iType E Type F

FIGG805 CORROSION RESISTANT RIGID SPRING

S P R IN GSIZE

R A TE DL O A DL B

R O DS IZ E

ALh .TH D CASING L O A DP LAT ED IA

DR O D T A K E - O U T

G HMAXL G TM

R O DT A K E O U TP Q

R A-D IU SRLG TAA B B A BB D I AC E E E N NN0 7 1 'h 4 5 - 5 / 8 5 - 3 / 8 5 - 1 / 4 4 3 % ~ 4 3'l 5'l6 3/ 1 V 6% '/ 2% 1 395 '/3 4 5-7/8 5-1 /2 5-3/8 4% 4 3 % 5'/4 3/4 1'l~ 6'/i % 2 1 3 i%2 1 2 8 ' I : 4 5 -7 /8 5 -5 /8 5 - 1 / 2 5 31 . S 3 % 5/ 3/4 1 '/ 6% V 4 2 '! 1 3 %

3 6-1 /8 6 5 - 3 / 4 531. 5 3 ' / % 5 % 3/4 1'/4 7 V 4 2'I4 1 3 %4 228 Y2 4 6-3 /8 6 - 1 / 4 6 S al S 4'l 6 3/4 1'/. 7y. 'I 2'1. 1 3 %S I . 6 - 3 / 4 6-1 /2 6-1 /4 5'l 5 4'h 6'/4 3/4 1 V 4 3/4 2 Y ~ 1 % 3 '/.6 7 6-5 /8 6-1 /8 6 ' / % 6 4'/~ 6% 1 1'l~, _1 42 1 V : 3 '1.7 5 3 2 % 4 7 .3/4 7 - 3 / 8 6 - 3 / 4 6 5'/ 7 % 1 1 3 8'/4 3 /4 2' 1'/: 3 '1.8 7 1 3 4 7 -7 /8 7 -5 /8 7 6'/. 6 5'l4 7 3/, 1 1'h 8'/: _3 /4 2'h 1 Y: 3 7/.9 950 % 4 1 / 2 8 - 1 / 2 8 7 -1 /4 7 s/. 8 5 3/: 7 s ~ 1 ' / 4 1'/: 8% % 2'/ 1'h 3 11 0 1 2 6 8 3 /4 4'/ 9 8-1 /2 7 - 7 / 8 8 8'Is . 1 9 ' /4 % 2 % 1'! 3 11 1 1 6 9 1 % 5 9 - 3 / 4 9 -3 /8 8-3 /8 8 5'/: 8'/ 1 'h 1'/4 9'h % 2 % 1 % 3 1 V.12 2256 S 10-3/88 9-3/4 8-5/8 8'/4 8 6'/4 9'/ 1 V. 2 10 1 2'A 2 3 1 3/

13 3007 6 11-1/4 10-5/8 9-3/8 8'/4 8 7 10% 1 3/4 2' 10'/% 1 2'/4 r 2 3 1'h14 4009 1'h 6 12-1/8 11-5/8 10-1/2 8'/% 8 7'h 11 Pk 1'/4 2' 11'/. 1 2 31 4 2 3 1'!:15 5344 1'I. 6 14 13-3/8 11-5/8 10 8 8'/, 1 2 '% ~ 2 2h 12% '/. 1% 2 3 1 3/16 7125 1% 7 15-1/2 14-5/8 13 10 8 1 0 '% ~ 15Y 2'/% 3 13'/. 2Y. 4 3 /4 2 6 2'l17 9500 1 3 4 7 17-1 /2 16-1/4 14-3/8 10 4 . 8 2'/~ 16' 2 3 '/2A 15'/: 2'/4 5'/ 3 6 2 %18 13063 8 19-3/817-3/415-5/8 1 2 10 13'/. 17% 2'/4 3'h 16' 2'/: 3% 3 6 3'/19 17195 2% 9 22-1 /8 20-1 /4 17-5/8 12 10 14% 19'/4 2'/ 4 18% 1% 4 3 6 3'/20 22 705 2 1 /, 9 12l. 10 16 21 '/4 2'/4 4h 20'/4 2 4h 4 6 4

E . MYATT & CO. TORONTO ONTARIOs1 4


17/57

RIGID SPRING y"i Max. PipeMovemenFig. 805 RIGID 00' SPRING is recommendedfor use where pipe vertical movement does no texceedvailable spring deflection wthin the working

range is 1-1/4 inchTota avalabe spring deflection incudngamounts for reserve isll turnbuckles are tapped RHNational coarse threand allowample adjustment for hanger rod.*Rated loads shown in the data table are at the mpoint of the spring working range. See page s-tType E assembly is furnished wth turnbuckle. Feweld nut to top of upper hanger rod and field weld rto turnbuckle.

*When selecting spring size for Type G and Typetrapeze assemblies, note that each spring carries hof the total pipe hanger load .

& Shpping weights of Type Gand Type Hassemblies abased upon 24 inch C. to C. dimension.Ordering - specify :

(1) Spring size(2 ) Figure number(3) Type(4 ) Calculated pipe load (hot load)(5) Amount and direction of pipe vertic

movement, fromcold to hot positiond DIMENSIONAL DATA FIG G 8R A R d H O L E SRC S T T , T . D IAU V

XINSTALLE DX LG TY MI NZ MINZZ

APPROX WEIGHT EAS PST Y P E SA II C

D ET Y P E

FTY P E S0

G HMIN MAX6'l: 5 3 /4 '/4 3( 3f i % 3 3/4 6-1/2 7 7 % 'l, 6h 5 8 236'l: 5 3 /4 7/ 'l 4 3( 3< < 1'lf~ 3 3/ 6-3/4 7. 1/2 7 3/4 'h 6'/1 5 8 237'/2 3 4 ' / s ' 4 3 < s 3 ( i 2 ' /. 3 3 4 6. 3/ , 7-1 1 2 7 % 'l! 6h 7 10 2 77h 6 3 / 3/s '/ 4 3 ( 3 ( 2 3/ s 3 s4 7

7 _ 1 , 48

8-1/48'/48'I2

'/ 2 6'h 8 1 1 297'l2 6 3, 4 's % 3( 3( 2 3 /~ 3 3/4 'l 2 6'/2 9 1 2 3 17'h 6 ' 3/4 '/s '/4 3f ~ 3{ s 2 /s 3 '/4 7 - 1 / 2 8 - 1 / 2 8'/4 '1 , 6'h 10 1 3 339 7 '/ / 1 % 'l4 l4 3'l: 3 1 7-1 /2 8-1/2 9 1 6'/% 14 22 459 1 /s 1 3/ '/4 3'/ 3 1 8-, /4 9-1/4 9 3 /4 % 6'/s 17 24 5 19 7 '/s 1 '/ 4 3 '/2 3 1 8 -3/e 9 -3/8 10 % 6'/s 19 25 5510 8 's 1 'A 'h % 'l 4 4l 4 1 % 8 - 1 5 1 1 6 9 - 1 5 / 1 6 10 ' /2 3/ 4 8 31 40 8410 8 '/. 1'/, % % 'l 4 4'h 4 1'/4 9-9/16 10-9/16 1 1 _ 3 4 8 34 44 9010 8 '/s 1'/s 3/i 3 /s '/ 4 4'h 4 1'h 1 0 11 1 1 s /. '/ s 8 % 41 50 10410 8 3/s 1'/s 'h % '/ 4 4'h 5 1'/2 10-3/8 11-3/8 12' /4 1 9'/2 46 52 12210 8 '/. 1'/: 'h 3h 2/s 4'/2 5 1'h

1'h ..1 1 - 1 / 812-1/4

12-1 /813-1/4

133/ 1'/s 9'/4 53 63 13610 8 '/ s 1 'h 'h % 3A 4'h 5 14'/s 1'/s 9'/. 60 70 15012 10 '/s 1 s s '/ 2 'h 1 h 4l: 8 2 13-5/1 6_

14-5/16 1 5 S % s1/3/4 98 100 a 24612 10 . '/. 1'/.2'/4

3 /3 / 4

'/:' h

'/24 ' h

4/:'h

88

22 ' h

1 4 - 1 1 / 1 616-3/16

15- i I /1 61 7 - 3 / 1 6

1 7 3/, 1 9 /

2'/s2'/.

15 '16'/.

1 1 6143

126146

28 23362 10 ' /s14 12 '/. 2'h 1 'h % 4'/2 ' 12 2'h 17-1/4 18-1/4 20 7/s

233/43 7 19 228 226 6401 4 , 12 '/s 2 3/4 1 'h s/. 4' /2 12 3 2 20

_290 290 66514 12 '/s 3 1 '/ 2 % 4 ' /2 12 3 26s2/21 365 3 3 3 810


SPECIFY C . TO C .AA THD .L G T

II : V 4

C Type NJ

E A C H S P R I N G C A R R I E S H A L F O FT O T A L P I P E H A N G E R L O A D

E A C H - S P R I N G C A R R I E S H A L F O FT O T A L P I P E H A N G E R L O A DSPECIFY C . TO C . !~N A T N O .IG T .

t1

N N

N E

a Type G

1 3/

s


18/57

Fig. 810 RIGID SPRING

Type B Type Cype A

T H O .Ld T .

READ DIRECT FROM TABL EWHEN PIPE MOVEMENT IS-U P

WHEN PIPE MOVEMENT IsDOW NADD AMOUNT OF PIP EMOVEMENT TO X .

iType E Type F110 CORROSION RESISTANT RIGID SPRING

S P R I N GSIZE R A T E DLO A DL B

R o oS IZ EA

R .H .NLG TAA

CASINGL O A DPATED1 AD

R O D T A K E - O U TG H

MA XLG TMR O DT A K E - O U T

P O

LU GR A-D IU SRB A B B

D I AC E E E N N N0 6 8 - 3/8 8 7-7 /8 4 3/i 4 6'/. 7 3 /. 3 /4 /4 10' 1'/. 5'/ 2 6 %1 'h 6 8 -3 /4 8 -3 /8 8- 1 /4 4'h 4 6'h 8'/s 'l 4 2 6 3/Z : '/! 6 8 - 3 / 4 8 -1 /2 8 -3 /8 S'/ 43 S 6'/~ 8'/4 3 /4 '/4 1 'h 1 'h S'I4 2 6 'h4 S 7 3/, 9'/4 3 /4 '/t 12 1'l. S'lt 2 6 %5 S 7 3 /4 9'/! 'lt 1'I4 12'/. 1'/4 6 %6 _ ' l.6 1 1 - 1 / ~ 1 1 - ~ / 8 10-1/2 6'/. 6 8'I. 10'I. 1 1'/. 3'/a 2'l. 5 % /s 3 6 'l

6 1-5/8 1 1-3/8 0-3/4 6 % 6 9 11 Y. 1 1'/. 13'/! 2/. S'h 3 6 '/.9 6

10 6 111 . 1 '4 15'/. 2l. ' S'/ 3 6 1Y.12 2 1 S'/. 3 S'/i - 4 6 1'/.13 6 1'h14 i c 1'h 1 7-1 /4 16-3/4 1 5-7 /8 8'A 8 13 16'l. 1 % 2'/: 18'/! 3 S'/4 4 6 1'/!15 5344 1'/ 8 1 8-5 /8 18 1 6-5 /8 10 8 13% 17'l 2 2!:

19'l.

.2'l. 4li

_4 6 1 '

16 7125 ,9500

1'h 9 21-1/8 20-1/4 _19 10 8 15% 19'/. 2% 3 21'/a 2/ 6 2'/17 1'/. 9 24 22-3/4 21-1/4~ 10 8 18'/! 22'/4 2 6

1-u-- 13063 0 26 24-3/8 22-1/4 12 10 19 _23'/. 2'It 3'h 24'h~ 2'l: 3'h 4 6 3'l.19 17195 2'/4 10 30-1/2 28-5/8 26-1/8 12 10 23'h 27'!4 2'h 6 3'i.20 12 % 10 4 6 44'/4 30 2 3/4 4/! 30'!4 2 4

E . WATT & CO. , TORONTO ONTARIOs-1 6


19/57

n Mon. PipeMovementFig. 810 RIGID . SPRING is recommendedfor use where pipe vertical movement does notexceed

vailable spring deflection within the workingrange is 2-1/2 inches .Total available spring deflection includingamounts for reserve isll turnbuckles are tapped RH National coarse threand allow ample adjustment for hanger rod.*Rated loads shown in the data table are at the midpoint of the spring working range. See page s-tType E assembly is furnished with turnbuckle. Fieweld nut to top of upper hanger rod and field weld ito turnbuckle .*When selecting spring size for Type G and Typetrapeze assemblies, note that each spring carries haof the total pipe hanger load.

A Shipping weights of Type G and Type H assemblies abased upon 24 inch C. to C. dimension .Ordering - specify :

(1) Spring size(2) Figure number(3) Type(4) Calculated pipe load (hot load)(5 ) Amount and direction of pipe vertic

movement, from cold to hot positioand DIMENSIONAL DATA CORROSION RESISTAN T

R A R R H O L E SR C S T T ,6 'h 5 3 4 'h '/. 3(6 'h 5 3 / 'A . Y. , 3 (7 'h 6 3 / 4 'Y4 3 t7 'h 6 'l. 'l.7 ' ? 6 'l 3 (7 'h 6 ' . '/ 3 (

11- 7 /e 13 - 7 /e 1 5 Y. 9'/4 . 1 / e 15 ' /4 V . 9'/% ' l 4 'h 4 1 s 1 2 - 1 3 / 1 6 1 4 - 1 3 / 1 6 5' '/1

1 % 1 3 -1 1 / 16 1 5 - 1 1 / 16 1 6 s/,

E . M Y A T T & C O . TORONTO ONTARIO

SPECIFY C . TO C .

LType G

EACH SPRING CARRIES HALF O FT O T A L IPE HANGER LOAD

L ,P7'=7117N

SPECIFY C. TO C

Ak A A T M o+ LGT .N M

IA

C~ype HEACH SPRING CARRIES HALF O FTOTAL PIPE HANGER LOA D

II

31/=

F IG G 8 1

3 G%~.022 3 / 4 'h 9'h1593 < < 2% 3 30 -1 /2 1 2 - 1 /2 3 ' ' / 2 9'/i261k 2'/. 3 v/ 10-3/4 12-3/ . 13'2 'h 9'/ 13 16 4 3D I AT . U V w3 /4 9 . 5/e 11-1/2 1 2' 9'/i 1 0 13 3 74 XINSTALLED LG TM I N1 1 . 1 /4 12-1/29-1/2 YA X1 12'1. 'h 9'h076 9 251 3/4 '/ 9'/MI Nz MI Nzz TYPES TYPEAB CD EA P P R O X W E I G H T E AT Y P E S S P R IA S IZG HY i 3 / < 3/ 1 /. 4'h 4 1'h 1 4 .1 6 1 7 ' A 1 1 % 5 3 64 1 2 8 1'h1 V 1 4- 5 /e 1 6- 5 /812 '075 08 1 ' h , ' h 'l. %'h'/ :5 - 1 / 27 - 1 / 2 19 ' /. 1 '/. 1 2 ' /.81 1 6 68 1 '/, '/: % % 4 1/,'h 1 7 - 1 / 4 1 9 . 1 / 2 1 1 ' / s i 2'/. .-1 8 - 5 / 1 6 2 0 - 5 / 1 6 2 2 1/, 1 '2 0- 1 1 / 1 6 2 2 . 1 1 / 1 6 2 4 ' s 1 ' / , 15vJ1 / , 4 1 /, 8 2 2 3 - 1 / 1 6 . 2 5 - 1 / 1 6 21/ 16'/5 767 _ 364195_ 197 4 4 0 12'/~ 1 ~ ' 1 , V . 4'/: 1 2 2'fr 23-7/8 25 7/s 29 2 1 9 3 0 5 300 ~ 695 1- t e r _ r - - - - - - ~2'/. 1 1 h Y. 4A 12 3 2 8 3 0 3 3 3 /. 2 y 20 3 9 5 3 9 5 8 7 5 1'h Y. ' 4 'h 12 3 36 % 2 VI 21 495 458 1075 2

s


20/57

Fig. 820 RGD SPRING

READ DIRECT FROM TABL EWHEN PIPE MOVEMENT 1SU P

11 I WHEN PIPE MOVEMENT ISDOW NADD AMOUNT OF PIP EMOVEMENT TO X .

Type C Type DType B

t

Type FCORROSION RESISTANT ENGINEERIN G

tT e EFIG G 820 RIGID SPRIN G

S P R I N GSIZE

RATEDL O A DL B

RO DSIZEA

TH OLG TAA

CASINGLOAD'PLATE R O D T A K E - O U T

G rH MAXLG TM RO DTAKE- O UT P QLU G

D IU SRB A B B

D I ACDI A

D E E E N N N0 7 1 'h 9 1 4-1 /8 13-3 /4 1 3-9 /1 6 4% 4 2 3 % sl4 P/4 1 9 % 8' 2 9 ' l.1 95 'h 9 1 4 - 7 / 8 14-1/2 14 - 5 / 16 4 3 /s 4 12'/4 4% 4 1'/4 20% 8'/4 2 9 ~53/' 12'% ~ 41/z % 1'/4 20% 8/4 2 9 'I2 128 'h 9 1 4 . 7 / 8 14-5/8 14 - 7 / 1 63 17 1 K 9 15-5/8 1 5-1 /2 15.3/16 5% 5 13' 15% 'l 4 1'/4 21% 8'/49

5% 5 1 4 ' /% 6% 3/4 1 'l4 22'h 9 '/4 228 1 6 - 3 / 4 1 6-5 /8 16 - 5 / 16 8%, 25 3/ 5 15% 17 s4 1'/4 23 8 ' /4 2 9 %w S 304 Y2 9 1 7 -3 /e 1 7-1 /8 16 - 13 / 16

6 4 3/4 16% 1 1'h 22% 8% 3 9 _ 'l6 399 '/. 9 1 7-1 /4 16-7/8 l 1 6-1 /4 6 %7 532 '/. 9 1 9 -5 /8 19- 1 / A 1 8-1 /2 6'/% 6 17' 19Y. 1 1% 258 713 3 9 ' 19-3/4 1 9 -1 /2 1 8-3 /4 6'% 6 17% 1931% 25% 8% 3 9 '/s9 950 4 10 2 0 - 1 1 / 1 6 20 -3 /1 6 19-3/e 7% 8 17 3/4 20 1 V 1'/ 25'/4 8% 3 9 1

10 1268 % 10 22-5/16 2 1- 13 / 1 6 . 21-1/8 7% 8 19% 21'% 1 y 1% 27' 8% 3 9 122-3 /1 6 21-1/s 8'/4 8 18'/ 21 1/4 'h 1'/4 J 27% 11% 3 12 1 %11 1691 'h 10 22-9 /1 6

12 2256 1 10 24 . 1/16 2 3 - 7 / 1 6 22-1/4 8'/4 8 20% _ 23' 1% 2 28% 11 4 12 1 %13 3007 1'/. ' 11 25-9 /1 6

,,24-15/ 6 23-1 /2 8' 8 20'h 24'/s 1 3/4 2' , 30' 11% 4jj'h

14 4009 1'h 11 28-1 1 /1 6 2 8 - 3 / 1 6 26-7/8 8'/4 8 24% 28% 1 Y 4 2' 33% 11% 4 12 1'/:15 5344 1'/4 11 130-3/e 29 -3 /4 27-3/4 ~ 10 25 28'/s 2 2h 34 2'/s 10% 4 12 1 3 A16 7125 1'h 12 354-1/e ~32-1/2 10 8 29'/. 33% 2% 3 38' 2% 102/4 4 12 2/17 9500 1 % 12 : 39-7/8 38-5/8 36-1/2 10 8 34% 38'/2 2 3'h 42/. 2% 11' 4 12 2 %18 13063 2 13 41 -1 /8 39-1/2 37-1 /e 12 10 34'h 38% 2'h 33' 2'h 9% 4 12 3'/19~17195 2'/4 13 49-s/e 47-3/4 44-7/8 ,12 10 42h 47Y. 2% 4 51% 2' 10 4 12 3%20 22705 2'/1 14 .--~ 12 10 45 50'/4 2'/4 54'/4 2 10'h 4 12 4

E . MYATT & CO. , TORONTO ONTARIOs-1 8


21/57

RGDASPRNG

IAi

~Trae~EACH SPRING CARRIES HALF OFTOTAL PIPE HANGER LOAD

EACH SPRING CARRIES HALF OFTOTAL PIPE HANGER LOAD

vr 2h CORROSION RESISTANT FIG G 82IX AP P ROX W EI G H T E A

H O L E S ' DIA INSTA L L E D L GT MIN MIN TYPE SA BC TY PE TY PE SL SPRSIZM IN M A XA R d RC S T T, Ti U Y W Y Z ZZ D E F G H6113 5 'A '/4 3f Ks 1'54 3 ' 4 15 17 21 'I, 12 10 14 356% 5 74 7/ '/4 3 ( 34 1% 3 '4 15-11/1617-11/16 21'/4 'h 1 2 ' / 2 1 1 16 377% 6 '/4 '/ '4 3f j L3f ~ 2% 3 3/4 15-13/1617-13/16 2PA 'I? 1 2 '/2 15 _ 21 457'! 6 3/4 '. '4 3( 3( 2 . 3 2 / ! 16-9/16 18-9/16 22 '/i 'I? 1 2 ' 17 23 50

17-11,1619-11 / 1 6 . 23 %'h 6 3/4 '/. '/ 4 3(i 3 ( 2% 3 '4 'h 12'/2 20 23 5718-3/16 1 20-3/16 24/'/2 6 3/4 '/4 3 f+ )fs 2% 3 3/4 12h 22 25 6 19 7 1 3 '/ 4 3'h 3 1 17-3 / i 19-3/4 2 4 '% ~ ' 1. 12'/s 30 40 779 7 ' / s 1 % '/ '/. 3 'h 3 1 20 22 26'h % 12'/. 38 47 939 7 '/ A 1 % ' / 4 ' / 4 3'h 3 1 20-1 /4 2 2 - 1 / 4 26'/4 s/. 11' /1 40 50 9710 8 1 K 3/s 3A '/4 4h 4 1'/ 21-1 /4 23-1 ! 4 27 sh '/4 14 64 78 150

10 8 '/s 1 K % 4 1'/4 23 25 29I4 'l4 14 73 88 168 110 8 7A 1 Y. 3/s 3/i '/4 4h 4 1h 22-3/4 24-3/4 29/. '/A 17% 84 96 190 110 8 1 % 'h 'h 'A .4% 5 1h 24-1/A 26-1 /4 30'I4 1 18 94 103 218 110 8 'A 1h 'h % 3/i 4h 5 1/ 25-1/2 27-1/2 ' 32% 1'/4 -18'/4 110 120 250 110 8 'A 1 'h % % 4h S 1h 28-7/8 30-7/8 35'1. 1'/s 18/. 133 143 295 112 10 '/s 1% 'h 4h 8 2 29-7/8 31-7/8 37 1'I4 20 3/4 205 221 - 460 112 10 '/s 1'/e s/4 'h 'l: 4h-

8 2 34-s/8 36-5/8 41/. 1'h 21/, 260 267 570 112 10 '/. 2'/4 3/4 4h 8 2'/2 38-3/4 40-3!4 -46/s 1 > /4 ,224 330 320 710 114 12 '1. 2h 1 s ~ 4h 12 2 1/2 39-3/8 41-3/8 473/ 2 25 493 481 1070 114 12 2'/4 1 s/ 4/2 12 3 47'3!8 493/8 56I. 21/4 26 67 5 650 1440 114 12 '/. 3 1 'h % 4h 12 3 59/. 2'/2 27 820 760 1730 2E. MYATT &CO. ,TORONTOONTARO

2 M.*PipeMovementFg.820RIGDA SPRINGis recommendefor use where ppe vertica movemn does noexceedvalabe spring deflecionwthinthe workngrange is 5 inchesTotal availabespringdeflectionincludingamouns for reserve isl turnbuckes are tapped RHNaiona coarse threand alowampe adjustmn for hanger rod*Ratedloads showninthedatatabeareat thempoint of thespringworkingrange. Seepages-tType Eassembyis furnshed wth turnbucke. Fewld nut totopof upper hanger rod and field wld rtoturnbucke*WhenselectingspringsizeforTypeGandTypetrapeze assembies, noe tha each spring carries hof thetoa ppe hanger load

AShippng wights of Type Gand Type Hassembies abased upon24inch CtoCdimnsionOrdering - specfy

(1 ) Spring size(2 ) Fgure number(3 ) Typ(4) Caculaed ppe load (ho load(5 ) Amoun and direcionof ppe verticmovemn, fromcod toho positio

2

7

s


22/57

Supply, Design, and Engineering Service sThe fundamental concept of the type of Hanger Supply Service required for a particular

project must embrace certain basic factors:(a ) The type and size of the project, and the custom of the contractor's forces .(b) The geographic location of the project and the urgency for completion .(c) A sensible plan for engineered or designed hangers where necessary, and the eliminatio n

of special hangers, for economy, where possible .(d ) Competent and careful design and supply of all hangers for critical piping and "problem"lines. "Paper economies" in this type of work are false economies .Several types of Hanger Supply Services have been developed to satisfy the requirementsof most piping projects. The proper selection of service will result in the most economical in-stalled cost of a satisfactory job, completed on time, with the desired balance between field an dshop fabrication .

TYPe I Hanger components supplied to customer's material lists, as catalogue items, shippedin bulk for field location, partial fabrication and erection .This is material supply only for normal pipe installation .

Type II Shop fabrication from customer's hanger detail and location drawings. Hangersshop-assembled, painted and marked for field erection .

Used mainly for small industrial jobs and changes or additions to existing proces spiping .Type III Locate and specify necessary hangers with hanger mark numbers on piping drawings .Supply simple hanger detail drawings (required for shop fabrication) to the field as an aid t oinstallation. Detail and supply all necessary auxiliary steel . Supply hangers shop-assembled,painted and marked, for field erection .

This method is recommended for industrial and process piping, paper mills, andsundry piping systems in large projects .Type IV Hangers for critical piping completely engineered ; semi-engineered hangers for non-critical piping over 2-1/2 inch diameter; both types shop-assembled, painted and marked.Complete hanger detail drawings supplied. Small non-critical piping hangers either suppliedas in Type mor may be supplied as bulk material for field erection.Recommended for oil refineries, chemical plants, some power plants, and industrialpiping in certain applications .Type V

A complete hanger design and supply service. Starting from the piping, structuralsteel, and auxiliary equipment drawings; completely engineered hangers and auxiliary stee lare supplied to the field ready for installation This is a complete, guaranteed service withnothing omitted .This service is applicable to power plants and critical or experimental piping in anyindustry .Type VI "Problem" lines either existing or proposed, may be singled out for special atten-tion . A complete engineering study of the problem is made, and piping recommendations andsuitable hanger designs supplied .

"Tailored-to-Measure" combinations of the above services, utilizing your standardsand procedures will develop the ultimate in economy and service . Such a program canbest be determined personally. We would welcome the opportunity to review yourrequirements .

E . MYATT & CO. , TORONTO ONTARI OS--20


23/57

Fig. 870 , Light Duty Spring Hanger

F ig . 870

--AI-A~ .s

Light Duty Spring Hangers are intended for use on non-criticpiping for small g oads and nominal vertical pipe movemenThe Light Duty Spring affords an economical, flexible hangfor steam or hot water piping, with single hanger rod supension .

Material - Carbon steelFinish - - Prime coat corrosion resistant paint .Ordering - Specify spring size, figure number and namOrder hanger rods separately .

LIGHT DUTY SPRING HANGE RENGINEERING DATA D A T AIMENSIONA LF IG . 870

Fig. 880 Spring CushionsSpring Cushions are used where piping is subject to negligible verticmovement but where a protective cushioning action is required .When used with Fig. 261 Trapeze Roller Hanger as illustrated, aexcellent flexible support is provided for horizontal steam or hot watepipe.

Material - Carbon steelFinish - - BlackOrdering - Specify spring size, Dimension 'A, figure numband name .Note - - - One set consists of four retaining plates and tw

springs. Order hangers separately.

Note - Loads and deflections are per set (two springs )FIG. 880 SPRING CUSHION S

ENGINEERING DATA DIMENSIONAL DATASPRING MAX SPRG DEFL APPROXSIZE MAX PIPE D E F L E C T I O N (IN) FROM FREE UNLOADED W I PE RLOAD LB RATE LB/IN H E I G H T A B C 1001 535 428 1 Y 4 % 6 3 /4 3'/ 4502 1500 1200 1 Y4 Y 2 6'/4 4 14003 3000 2400 1 Y 4 7/ s 9 % 4 Y s 2200

F ig . 880

r

E . MY ATT & CO . LTD., TORONTO ONTARIO s-


24/57

The Sway Brace is recommended for control-ling pipe vibration or swaying, or for absorbin gshock loadings. It is shipped pre-loaded to ther ~ amounts shown in the data table, and is readyt upon installation to act counter to any forcesr causing pipe line movement.

END OF The spring has 3 inch travel in either direc -T H O . R O O Lion .The pre-compressed spring is acted upon byopposed pistons so that the pre-loaded forcecan apply either in tension or. compressionagainst the pipe .When the assembly is required to act in corn -Ordering - Specify size pression, a small size pipe of suitable strengthnumber, fig- should be used instead of a 3/4" or 1" tie rod ,ure number but should be furnished with a short threadedand name . stud at its end to engage the adjusting nut .

FI G . 890 SWAY BRAC E

Sway BraceFig. 890

S I Z EENGINEERING DATA DIMENSIONAL D A T AP R E L O A D A P P R O XWTNO FOR PIPESIZEAND SPGS C A L E L B MA

XF O R C E L B A EE Y E H

L P E AC HH O L E T H K1 2 to 3 50 200 3/ 1 3 % 1 Y e 15% 9 Y e 2 24 to 8 1 5 0 600 14 ' /4 1Y e 1 16% 9 7/s 2 543 10 to 24 450 1800 1 7 % 1 Y 8 1 1 9 3/4 13 1/4 36~

Terms and Conditions of Sal ePrices and designs are subject to change without notice .We will replace material found defective when used for th epurpose recommended .No claims will be accepted for time, labor or other damages .Materials are not returnable nor subject to cancellatio nexcept upon written agreed terms .

Constant Support Hangers are usually specifiedfor the support of critical pipe lines such asMain Steam or Reheated Steam pipes in powerplant work. Although at some load supportingpoints the thermal vertical pipe deflection ma ybe small, Constant Support Hangers are valu-able in reducing the effect of variations in pipeloading on the connected equipment .Constant Support Hangers are recommendedin any case where pipe movements exceed 2inches .The design of these hangers is based upon thetheory of opposing moments. As the pipe ofconstant weight deflects upward or downwardit is supported by a varying spring force actingupon a changing moment arm, to produce a non-varying upward supporting force to the pipe .

A complete line of Constant Support assemblies is available in severalstandard models and in sizes to support pipes having vertical movementand loading to suit your requirements .Complete brochure is available upon request .

Constant SupportHangers

s -22


25/57

E . MYATx&C0LDNC .1 0 1 B r i s ba n e R d . , D o w n s v i e w , O n t a r i o , C a n a d a zm m mP h o n e : ( 4 m )o 6 3 - 6 u8 0 W a t t s : 1o00-463-617 0F a x : ( 4 1 6 ) 6 6 3 - 6 3 7 7 e - m a i l : em yatt@ inter log . c o m

FlGURE 1 # 8 9 5 sway strutsway strut assembly :-C(-I 3 y2 ADJUSTMENT ) . 4rREAR BRACKE T! (INCLUDES PIVOT)

~ - f \! /! - -~ --~JT L- PIPE C LAM PF .~ _ _ . . -~ -' ( I N C L U D E S S T U D )

~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12Mr!M M IXrRDO END(R ' H ' ) rRDO END(LH )\\ 7--JAM NUT^x ^ ^ ._ `. . . - \\ -\ 7- E XTENSION p/rrrI E C E `

" 1 1 1 1 1 1 1 1 : r I M B O CE1 0 1die

w ^ ' V V

-------- -~=_ _MS I N C E 1 9 0 9 E a o p _0 NN 0O P T I O N I O P T I O N 2

l oa d ( I b s) . i d i m e n s i o n s (inches) F IG 8 9 5--IZ E L O A I:q _END_ PIE CE A M AX M IN _ M A X _ M IN D I N S T

, 0 .7 4 72 S C H 40 2 - 1 / 8 120 1 9 - 1 /2 1 1 0 - - - l - - - r 2 - -- t- 9 - 3 / 4 i 4 -7 / 8 - -/2 _ 4 _ _ 4 500 1 - 3 - - : - 5 - 1 8 - - -:i-2 - --1 2 7 T-- - 3 / 8 1 - 3 / 8 0 .7 4 91 - 3 1 8 1 0 .9 9 9

1 0 .9 9 72 1 1 6 3 0 1 - 1 / 2 2 - 1 / 2 C H 1 6 0 2 - 1 / 2 1 2 0 21-7/8 1 0 9 - 1 / 8 1 1 5-7/16 A_ 3 - 5 / 8 3/4_I 1 - 1 / 2 1 - 3 / 8 0 .9 9 93 1 1

_4-1/2

_.- 1 1 / 1 6 -0j-99- -5 7 0 0 -1 - 3 / 4 2-f/2 SCH 160 3 - 1 / 4 1 2 0 24 1 0 7 6 - 1 / 2 5 1 2

- - - - 2 - - - - I / 4 - -- -3- -S C H - - - - l - - 6 0 - - i --- I - - 1 2 - 3 1 4 7 - 3 M 4 --3/- 1 - 1 / 4 ---t - -- 1 1 2-- 2 7 2 0 0 1 2 0 28-1/4 1 0 4:1 t2 - - 2 1 .4 9 9--- -6 8 2 0 0 -1 3 -4 S C H 1 6 0 5-3/41-1 2 0 _ 1 0 0 _ _ _ I _ 11014 A O _ _ -i _ 1 _ / 2 t _ _ _ _ i __ _ _ _ + _ _r - _ _3-1/2 l ._ 9_ c j -_9"_ _ _ I _4 - 3 / 4 _

----4'_4xis ithout .Loads mu not be a outside 10"- I cone of actio o


26/57

E . M Y A T T & C O . INC .

YO UR ALL CANADIAN HANGER MFG .

PRESET PI N

CO NSTANT SUPPOR T S

S TAINLESS ST EE LTRAVE L INDIC ATO R SC AL E

L O A D A D J U S T E RS C R E W L HELICAL SPRIN GC O I LD R O P R O D


27/57

E . MYATT & CO . INC .General Descriptio nthe constant Support designed and manufactured by F . Matt & Co. incorporates the latest design concepts . resulting in a constant supporting clTct throug hthe total travel of the unit . The sim plified construction, together with the esta blished principle of a com pression spring working in conjunction with a hel lcrank lever , achieves a m athema tica l ly per fect counter balancing of spr ing and load mom ents about the m ain pivot point .With a fixed spring housing of substantial construction the unit can be installed in many arrangements . The spring housing preve nts the ingress of loreig nbodies such as construction debris . thus reducing the danger of dam age or restriction of the unit's functio nStandard RangeE . Myatt & Co . Constant Supports are constructed to accommodate loads between 12 Kg and 45700 Kg with a standard range of travels from 40 mm to 41 0111111 in 10 1 1 1 1 1 1 i nc rements .Constant supports are m anufactured having a m aximum deviat ion of 6% of the specified loa dUpper and lower travel stops are incorporated in all units to prevent exce ssive overtrav el .All supports are fitted with a clea rly visible travel sc ale .Special RangeSpecial Constant Supports are designed to suit customer's specific requirements i .e . higher loads . lower deviation . trave ls and c onfigurations other than thos eindicated in the standard range .Load AdjustmentAlthough the supports are preset to the custome r ' s specified load and travel , i t is sometimes necessary to ad just this preset load to ac comm odate mino rvariations in ac tual site conditions . A simple opera tion of turning the load adjuster screw in the appropriate direction to increase or dec rease the load is al lthat is necessary . T he am ount of ad justment is shown on the a d jacent scale ca l ibrated in 2 % divisions . The max imum a djustment being -1-20% of the m ea nload .PresettingAll Constant Supports are fitted 1v ith preset pins . These pins are f actory positioned within the unit to suit the custome r's specified installation condition . O ncom pletion of installation and prior to remova l of pins . the pipework system can be hydraulically tested or acid cleaned without further deflection of th espring assembly . The preset pins must he removed before commissioning the system (refer to installation instructions) .Our sta ndard presetting pins will enable loads of up to twice the c apa city of the support to be take n during the hydraulic testing period .Should it he necessary to carry loads in excess of this, we must be notified at time of ordering to ensure the supports are designed with adequate safet y. ~ . mar gins .Infinitely Variable Travel Locking MechanismThe C onstant Support ma y be fitted with an infinitely va riable locking device (within the trave l limits of the unit) that will lock the support thus preventin gupward and downward movement for temporary conditions of underload or overload .The locking mechanism is only incorporated when specified, and is painted red .The locking mechanism should always be positioned at the extreme of the adjustment before the pipework system is commissioned .Selectio nTo select a Constant Support . first calculate the load and travel witch the support is to accommodate .it is then good prac tice to add overtrave l to the calculate d travel .Recommended overtravel : A dd 25 mm for travel up to 125 mm .

For travels in excess of 1 2 5 m m a dd 2 0% of the ca lculated travel .This should then be rounded up to next whole 10 mm increment giving the total travel thus enabling a standard support to be selected . To determine th ecorrect constant support refer to the selection table and select a support frame size to accommodate the calculated load and the total travel . it should be note dthat the travel given in the table is the total travel, this being the maximum vertical travel the unit will accommodate .W hen selecting ver t ica l constants (Fig C5 1 only) these should a lways be selected below the heavy l ine .Finis hAll units are painted with E. Mya tt & Co . standard paint .Corrosion Resistant .W hen modera te corrosive or seve re wea ther conditions are enc ountered, a corrosive resistance f inish ca n be provided . The Constant Support unit i sgalvanized to AST M A1 5 3 I CS A G 1 64 except the coi l which is neoprene coated . T he load f lange assembly on type C 5 4 a nd C5 5 is e lectro-galvanized .For seve re corrosive conditions a com pletely neoprened coated c onstant support unit can be provided .MaintenanceP .T .F .E . dry bearings are use d on all pivoting points and are totally enclosed, no m aintenanc e or lubrication is required .Information Required When Orderin gNo . Required Mounting Type Pre-set Position Fig No .Operating Load Actual Travel Fr ame Size Hydro Test LoadTotal Travel Travel Direction(up/Down )

Drop Rod Size and Thread Form if not standard (standard imperial coarse )Finish if not Standard


28/57

C50 C5 1

C52 C 5 3

C54 C55


29/57

G . MYATT & CO. INC .

INSTALLATION INSTRUCTION S1 .0 Attachment to Supporting Steelwor k

The Constant Support Units are attached to the supporting steelwork by means of welding or bolting . (See datasheets for details) .

2 .0 Connecting and Loading of Constant Support Unit s2 .1 In the case of Constant Support Units fig . C50-05I-052-053 utilizing sling rods, these should be connected

between the equipment support attachment and the support unit connector (turnbuckle or yoke). The load i stransferred from the temporary installation condition to the Constant Support Unit by adjustment of th eturnbuckle or yoke arrangement .The Correct load setting is attained by adjusting the turnbuckle or yoke arrangement until the preset pin is easil yremoved .

2 .2 In the case of Constant Support Units fig . C54 and C55 where the equipment is supported from below, th eConstant Support Unit is positioned between the equipment support bracket and supporting steelwork ,differences in height are accommodated using the height adjustment nut . The load is transferred from thetemporary installation condition to the Constant Support Unit by further adjustment of the height adjusting nut .The correct load setting is attained by rotation of the height adjusting nut until the preset pin is easily removed .

3 .0 Pre-Commissioning3 .1 The preset pins should normally remain in position for any pre-commissioning overload conditions, but must b e

removed prior to operation and stored for future use .

4.0 Load Adjustment4 .1 In the event that the load is greater or lesser than the load for which the unit is calibrated, it will be necessary t omake use of the load adjustment facility .The load adjuster allows for an increase or decrease of load carrying capacity of plus or minus 20 percent o fthe mean load accordingly. The load adjustment scale is calibrated in 2 per cent divisions .

5 .0 Operating5 .1 Prior to start up the following checks must be carried out .

5 .1 .1 All preset pins are removed and stored .5 .1 .2 The unit travel indicator is set at the correct cold setting .

5 .2 During normal running operation a check should be made to ensure that the unit travel indicator is at th ecorrect hot position .

5 .3 A periodic check during the first few month of operation should be made to ensure that equipmen tmovement is within the travel range of the unit . Minor site adjustments may be necessary during thisperiod.


30/57

E .Myat t & Co . Inc . CHART 1 Page 1

T rave lin CONSTANT SUPPORT SIZES STANDARD TRAVEL RANGE (Kg . )m m

1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 1 740 61 7 8 1 0 0 1 27 161 20 4 26 0 33 1 4 22 537 6 8 0 8 6 47 8 100 127 161 20 4 26 0 33 1 4 22 537 6 8 0 8 6 4 1 0 9 7 LOAD IN KILOGRAMSI

49 63 80 101 1 29 . 1 6 4 20 8 26 5 337 4 3 0 5 4 4 69 1 TRAVEIL MM5 0 101 j~ ,9 ;4 26 5 337 4 3 0 5 4 4 6 9 1 8 7 7 ,9 6 7 lid? U! iR 8 1 7 3 22 1 28 1 3 5 8 4 5 3 5 7 6 7 31 8 24 9 27 104 1 1 1 5 260 5 2 6 7 8 4 1 0 7 1 36 1 7 3 221 28 1 3 5 8 4 5 3 5 7 6 7 31 8 24 9 27 104 1 11 52 1 27 17 0 35 4 5 5 7 7 2 9 2 1 1 7 1 4 9 1 8 9 24 1 307 38 8 4 9 4 6 27 7 0 6 7 9 5 8 9 2 9 8 845 57 7 2 9 2 11 7 1 4 9 18 9 24 1 307 38 8 4 9 4 6 27 7 0 6 7 9 5 8 9 2 9 8 8 1 0 9 03 1 39 5 0 63 8 1 10 2 ,1 30 1 6 6 21 1 26 9 34 0 . 4 3 2 54 8 6 1 8 6 9 6 7 8 1 8 6 480 39 8 1 1gg 21 1 2g g 34 p 4 3 2 4 g 6 1 8 6 9 6 7 8 1 8 6 4 9 6 327 R S ' 6 4 4 3 5 6 10 27 2 19 130 , 116 147 187 239 302 ~8d487 54 9 6 18 6 9 4 7 6 890 3 5 4 4 56 7 2 9 1 11 6 14 7 1 8 7 239 302 38 4 4 8 7 4 g 6 1 8~ 3 9 6 g 4 7 6 8 8 4 7100 25 31 4 0 51 6 4 8 2 10 4 1 33 1 6 9 215 27 2 34 6 494 556 6 24 6 9 13 1 4 0 51 6 4 8 2 10 4 1 33 1 6 9 3 215 27 2 34 6 4 3 9 4 9 4 556 6 24 6 9 1 7 6 3110 22 28 3 6 4 6 59 7 4 95 12 1 1 53 195 24 7 31 4 39 9 4 4 9 506 56 8 6 2 828 3 6 4 6 59 7 4 95 12 1 1 53 1 9 5 24 7 31 4 39 9 4 4 9 5 0 6 56 8 6 28 6 9 3120 20 26 3 3 4 2 54 68 8 7 1 10 14 1 17 9 22 7 28 8 36 6 4 1 2 4 6 4 520 57 626 3 3 4 2 54 6 8 8 7 1 10 14 1 1 7 9 227 28 8 36 6 4 1 2 4 6 4 5 20 57 6 6 3 6130 19

24 3 1 3 9 5 0 63 8 0 1 02 130 165 '209'266 337 380 . 4 28 4 8 0 53 224 31 3 9 5 0 6 3 8 0 1 02 130 1 6 5 209 26 6 337 3 8 0 4 2 8 4 8 0 53 2 58 7

140 18 22 29 3 6 4 6 5 8 7 4 9 5 1 20 153 1 9 4 . 24 7 3 1 3 . 3 5 3 3 9 7 4 4 6 4 9 422 29 3 6 4 6 5 8 7 4 9 5 1 20 1 53 194 24 7 3 1 3 3 5 3 39 7 4 4 6 4 9 4 54 5150 16 2 1 27 3 4 4 3 5 5 6 9 8 8 112 1 4 3 18 1 23 0 29 2 3 3 0 37 1 4 1 6 4 6 121 27 3 4 4 3 5 5 6 9 8 8 112 1 4 3 18 1 23 0 29 2 3 3 0 37 1 4 1 6 4 6 1 5 0 8160 15 20 25 3 2 4 0 51 6 5 8 3 1 0 5 1 34 1 7 0 21 6 27 4 30 9 3 4 8 3 9 0 4 3 220 25 3 2 4 0 51 6 5 8 3 1 0 5 1 34 1 7 0 21 6 27 4 3 0 9 34 8 3 9 0 4 3 2 4 7 7170 14 1 8 23 3 0 3 8 4 8 61 7 8 9 9 1 26 1 6 0 20 3 25 8 29 1 3 27 36 7 4 0 71 6 0 , 20 3 , 25 8 29 1 32 78 23 3 0 3 8 4 8 61 7 8 9 9 1 26 3 6 7 4 0 7 4 4 9180 14 1 7 22 28 3 6 4 5 58 7 4 9 4 1 1 9 151 1 9 2 24 4 27 5 3 0 9 3 4 7 3 8 417 22 28 3 6 4 5 58 7 4 9 4 1 1 9 151 1 9 2 24 4 27 5 30 9 34 7 3 8 4 4 24190 1 3 16 21 27 3 4 4 3 55 7 0 8 9 1 1 3 1 4 3 1 8 2 23 1 26 0 29 3 329 3 6 416 21 27 3 4 4 3 55 7 0 8 9 1 1 3 1 4 3 1 8 2 23 1 26 0 29 3 329 3 6 4 4 0 1200 1 2 16 20 25 32 4 1 52 6 6 8 4 1 0 7 1 36 1 7 3 21 9 . 24 7 27 8 312 3 4 61 7 3 21 9 24 7 27 86 20 25 3 2 4 1 52 6 6 8 4 1 0 7 1 36 31 2 34 6 3 8 1210 1 2

15 19 24 3 1 39 50 6 3 8 0 1 0 2 12 9 1 6 5 20 9 23 5 26 5 29 7 32 915 19 24 3 1 39 50 6 3 8 0 1 0 2 1 29 16 5 20 9 23 5 26 5 29 7 329 36 3220 20 0 225 253 28 4 3 1 422 5 25 3 28 4 314 34 7

230 19 1 21 5 24 2 27 2 30 121 5 24 2 27 2 301 33 2240 1 8 3 20 6 23 2 26 0 28 82 0 6 23 2 26 0 28 8 3 1 8250 17 6 1 9 8 223 250 27 71 9 8 223 25 0 277 30 5260 1 6 9 1 9 0 21 4 24 0 26 61 9 0 21 4 . 24 0 26 6 29 3270

~80 S E L E C T V E R T I C A L290 C O N S T A N T S U P P O R T S ( C 5 1 )F R O M B E L O W H E A V Y L I N E3003 1 0320330340350


31/57

EMYATT & CO INC C H A R T 2 P A G E 2

T rave li nm m CONSTANT SUPPORT SIZES STANDARD TRAVEL RANGE (Kg . )18 19 20 21 22 23 2425 262728 29 30 31 32 33

350360

1271 1444 164 01444 1640 178 61090 1238 140 612 3 8 1406 153 19 53 1083 12301083 1230 13398 47 963 10939 6 3 1093 119 17 6 3 866 9848 6 6 984 10716 9 3 788 8946 3 6 8 9 4 8 2

9 7 47 2 27 22 820 8935 8 7 666 7576 6 6 757 8245 4 5 6 1 9 7 0 36 1 9 7 0 3 7 6 55 0 8 578 6565 7 8 656 7 1 44 7 7 5 4 2 6 1 554 2 615 6 7 0449 5 1 0 5795 1 0 5 7 9 6304 24 4 8 1 54 748 1 5 4 7 59 540 1 4 5 6 5 1 84 5 6 5 1 8 56 438 1 4 3 3 4924 3 3 492 5363 6 3 4 1 3 4 6 94 1 3 4 6 9 5 1 03 4 7 394 4473 9 4 447 4873 3 2 377 4283 7 7 428 4663 1 8 3 6 1 4 1 036 1 410 4463 0 5 347 3943 4 7 394 42929 3 333 3783 3 3 378 412

3 21 364364 397310 35 1351 383299 339339 369289 32328 35728 0 31 73 1 7 34627 1 307

335298 2983? g 232589289 315248 28 128 1 30624 1 27 3273 298

1786 1943 2122 2315 2516 2766 Load in Kilograms/Travel MM1943 2122 2315 2516 2766 30541531 1666 1819 1984 2156 237 11666 1819 1984 2156 2371 26171339 1457 1591 1736 1887 20741457 1591 1736 1887 2074 22901191 1296 1415 1543 1677 18441296 1415 1543 1677 1844 20361071 1166 1273 1389 1510 16591166 1273 1389 1510 1659 1832974 1060 1157 1263 1372 15081060 1157 1263 1372 1508 16668 9 3 972 1061 1157 12589 7 2 1061 1157 1258 138 38 24 8 9 7 9 7 9 1068 116 18 9 7 9 7 9 1068 1161 127 67 6 5 8 3 3 9 0 9 992 10788 3 3 9 0 9 992 1078 11857 1 4 7 7 7 8 4 9 926 10067 7 7 8 4 9 926 1006 11066 7 0 7 29 7 9 6 8 6 8 9 4 37 29 7 9 6 8 6 8 943 1037630 686 749 817 8 8 8686 7 4 9 8 1 7 8 8 8 9 7 6595 648 7 0 7 7 7 2 8 3 9648 7 0 7 7 7 2 839 92256 4 6 1 4 6 7 0 7 31 7 9 4614 670 73 1 7 9 4 8 7 3536 583 637 694 7 5 5583 637 694 755 8305 1 0 555 6 0 6 6 61 7 1 95 5 5 606 6 6 1 7 1 9 7 9 0487 530 579 631 6 8 6530 579 631 686 754466 507 554 604 65 6507 554 604 656 72 1446 486 530 579 629486 530 579 629 69 1429 466 509 556 60 4466 509 556 604 66 4412 448 490 53 4 58 1448 490 534 58 1 638397 432 472 5 1 4 559432 472 514 559 615383 416 455 496 539416 455 496 539 593369 402 439 479 521402 439 479 521 572357 389 424 463 503389 424 463 503 553346 376 411 448 487376 411 448 487 53 5335 364 398 434 472364 398 434 472 519325 353 386 421 457353 386 421 457 503315 343 374 408 444343 374 408 444 488306 333 364 397 431333 364 397 431 474298 324 354 386 419324 354 386 419 461

1 3 8 315 2 71 27 614 0 911 8 513 0 911 0 61 22 11 0 3 711 4 59 7 6

1 0 7 89 2 2

10 1 88 7 39 6 48 309 1 67 9 08 7 27 548 3 37 2 17 9 76 9 17 6 36 6 47 3 36 3 87 0 56 1 56 7 959 365457 26325536 1 153559151 957350355 54 8 853 94 7 452 346 1509

2617 2979 3374 3687 4016 4378 477 32979 3374 3687 4016 4378 4773 54642290 2607 2952 3226 3514 3831 417 72607 2952 3226 3514 3831 4177 478 12036 2317 2624 2868 3124 3405 371 22317 2624 2868 3124 3405 3712 42501832 2085 2362 2581 2811 3065 3342085 2362 2581 2811 3065 3341 38251666 1896 2147 2346 2556 2876 303 71896 2147 2346 2556 2786 3037 34771527 1738 1968 2151 2343 2554 27841738 1968 2151 2343 2554 2784 318 81409 16041604 181 71309 149 01490 168 71221 139 01390 157 51145 130 31303 147 61078 122 71227 138 91018 115 91159 131 2964 10981098 124 3916 104 31043 118 1872 993993 1125833 948948 1074797 907907 1027763 869869 984733 834834 945705 802802 908679 772772 875654 745745 8446 3 2 7 1 97 1 9 8 1 461 1 6 9 5695 787591 673673 762573 652652 738555 632632 71 6539 61 3613 695523 596596 675509 579579 656

1985 2162 235 72162 2357 25701843 2008 21892008 2189 238 71721 1874 204 31874 2043 222 71613 1757 191 51757 1915 208 81518 1654 180 31654 1803 196 51434 1562 170 31562 1703 185 61358 1480 161 31480 1613 175 91290 1406 15321406 1532 167 11229 1339 14591339 1459 159 11173 1278 13931278 1393 151 91122 1222 13321222 1332 14531075 1171 127 71171 1277 13921032 1124 12261124 1226 1336993 1081 11791081 1179 128 5956 1041 11351041 1135 123 7922 1004 109 51004 1095 119 3890 969 1057969 1057 1152860 937 1022937 1022 111 4833 907 989907 989 1078807 879 958879 958 1044782 852 9298 5 2 929 1012759 827 90 1827 901 983737 803 876803 876 9557 1 7 78 1 8 5 17 81 85 1 9 2 8

18 1 71 9 8 51 6 8 71 8 4 31 5 7 51 7 2 11 4 7 616 1 31 3 8 91 51 81 31 214 3 412 4 313 5 811 8 11 29 01 1 251 22 91 0 7 41 1 7 31 0 271 1 229 841 0 7 59 4 5

1 0 329 089 3 38759 568 449 2 28 1 48 9 07 8 78 6 07 6 28 3 37 3 88 0 77 1 67 826 9 57 5 96 7 57 3 76 567 1 7

257029 4 2238 727 3 222 2 725 5 020 8 823 9 11 9 6 522 5 01 8 5 621 2 51 7 5 920 1 316 7 11 91 315 9 118 2 115 1 917 3 91 4 5 31 6 6 31 3 9 21 5 9 41 3 361 5 301 28 51 4 7 11 23 714 1 71 1 9 31 3 6 61 1 5 213 1 911 1 41 27 51 0 7 81 23 41 0 4 41 1 9 510 1 21 1 599 8 3

1 1 259 5 5

1 0 9 39 2 8

1 0 6 3SELECT VERTICAL CONSTANT SUPPORTS (C51) FROM BELOW HEAVY LINE


32/57

E . MYATT & CO INC CHART 3 P A G E 3

T r a v e lin CONSTANT SUPPORT SIZES STANDARD TRAVEL RANGE (Kg . )m m3 4 35 36 37 3 8 39 40 4 1 42 43 44 45 46 47 48 49

9 0 4250 4 69 8 514 6 58 50 6657 7259 Load in K i log rams/Trave l M M4698 514 6 5850 6657 7259 7 9 1 11 0 0 38 25 4 228 4 632 5265 5 9 9 1 6 53 34228 4 632 5265 59 9 1 . 6533 7 12 01 1 0 34 77 384 4 4 2 1 1 4 7 8 7 5446 59 39 64 73 7 060 7 68 7 8421 9573 1 0 8 9 3 1 18 78 1 29 46 1 4 1 1 9 1537 63 8 4 4 4 211 4 78 7 5 4 4 6 5939 6 4 7 3 7 060 7687 8 4 2 1 9 5 7 3 1 0 8 9 3 1 1 8 7 8 1 2 9 4 6 14 119 1 5 3 7 6 1660 11 20 3188 3 5 2 4 3860 4 3 8 8 4 9 9 3 54 44 59 34 647 1 7 04 7 7719 87 7 6 9 98 5 1 0 8 8 8 118 67 1 2 9 4 2 1409 53524 38 60 4 38 8 4 9 9 3 5444 5934 6 4 7 1 7047 7 719 8 7 7 6 9 9 8 5 108 8 8 1 1 8 6 7 124 92 1 4 0 9 5 1 5 2 1 81 30 2942 3253 3563 4 050 4608 5025 54 77 59 73 6504 7126 8100 9 217 1 0 0 5 0 10954 1 1 9 4 7 1 3 0 1 03253 3563 4 050 4 608 5025 54 7 7 59 73 6504 7126 8100 9217 10050 1 0 9 5 4 1 19 47 1 30 10 1 4 0 4 71 4 0 2732 3020 3308 3 7 6 1 4279 4 6 6 6 5086 5547 6 0 4 0 6617 7522 8 559 9332 1 01 71 1 10 94 1 2 0 8 13020 3308 3761 4 27 9 4666 508 6 5547 6040 6617 7522 8559 9332 1 0 1 7 1 11094 1 2 0 8 1 1 3 0 4 41 50 2550 28 19 308 8 3510 3994 4355 4 7 47 5177 5637 6176 7020 7 9 8 8 8 7 1 0 9494 1 0 3 5 4 1 1 2 7 62819 3088 3510 3994 4355 47 4 7 5177 5637 6 1 7 6 7020 7 9 8 8 8 710 94 94 1 03 54 1 12 76 1217 41 6 0 2 3 9 1 2643 2 8 9 5 3 2 9 1 3744 4 0 8 3 4 4 50 48 53 5285 5790 6 5 8 2 7 4 8 9 8 1 6 6 89 00 97 07 1057 1264 3 28 95 3 2 9 1 3744 4 0 8 3 4450 4 8 5 3 5285 57 90 6582 7 4 8 9 8 166 8 900 97 07 1 0 5 7 1 1 1 4 1 31 7 0 2250 24 87 2724 309 7 3524 3843 4 1 8 8 4568 4 9 7 4 5449 6 1 9 4 7 04 8 7 68 5 8377 9136 9 9 4 9248 7 27 24 3097 3524 3 8 4 3 4188 4 5 6 8 49 74 54 49 6194 7 04 8 7 68 5 8 37 7 9136 99 49 107 4 21 8 0 2125 2349 2573 2925 3328 3629 39 56 4314 4698 5146 5880 6657 7 259 7911 8628 9 3 9 62349 2573 29 25 3328 3629 3956 4 3 1 4 4698 5146 5850 6657 7 259 7 9 1 1 8628 9396 1014 51 9 0 2013 2225 24 38 277 1 3153 34 38 37 4 8 4087 4450 4 8 7 5 554 2 6306 687 6 7 4 9 5 8174 8 9 0 22225 2438 2 7 7 1 3153 3438 37 4 8 408 7 44 50 48 75 5542 6306 687 6 7 49 5 8174 89 02 9 6 1 1200 1 9 1 3 2114 2316 2633 2996 3266 3560 38 83 4228 4632 5265 5 9 9 1 6533 7120 7765 8 4 5 72114 2316 2633 299 6 3266 3560 38 8 3 4228 4632 5265 5 9 9 1 6533 7 120 7 7 6 5 8457 9 1 3 121 0 1 8 2 1 2013 2206 2507 2853 3111 3 3 9 1 369 8 4027 4411 5015 5706 6222 67 81 7396 8 0 5 4201 3 2206 2507 2853 3 1 1 1 339 1 369 8 4027 4 4 1 1 5015 5706 6222 6 7 8 1 7 3 9 6 8054 8 6 9 6220 17 39 19 22 2105 2393 2723 2969 3236 3530 38 44 4211 4 78 7 54 47 5939 6 4 7 3 7060 7 6 8 819 22 2105 2393 2723 2969 3236 3530 38 4 4 4211 4 7 8 7 544 7 59 39 647 3 7 0 6 0 7688 8 3 0 1230 1663 18 38 2014 2289 2605 2 8 4 0 309 6 337 6 3676 4028 4 57 8 5210 568 1 6 1 9 2 6753 7 3 5 418 38 2014 2289 2605 2840 309 6 337 6 367 6 4028 4 5 7 8 5210 5 6 8 1 6192 6753 7354 7 9 4 0240 1594 17 62 1 9 3 0 2194 2496 2722 29 67 3236 3523 3860 4388 4 9 9 3 544 4 5934 64 71 7 0 4 717 62 19 30 2194 24 96 2722 2967 3236 3523 38 60 4388 4 99 3 54 44 5934 6 4 7 1 7047 7 6 0 925 0 1530 1 6 9 1 1 8 5 3 2106 2396 2613 28 4 8 3106 3382 3705 4212 4 7 9 3 5226 569 6 6212 6 7 6 51 6 9 1 18 53 2106 2396 2613 284 8 3106 338 2 37 05 4212 4 79 3 5226 5 6 9 6 6212 6 7 6 5 7 30 526 0 1 4 7 1 1626 1 7 8 1 2025 2304 2513 27 39 29 8 7 3252 3563 4050 4609 5025 5477 5 9 7 3 6 50 51626 1 7 8 1 2025 2304 2513 2739 29 8 7 3252 3563 4050 4 609 5025 547 7 597 3 6505 7 02 427 0 14 17 1566 17 15 19 50 2219 2420 2637 2876 3 1 3 2 3 4 3 1 3900 4 4 38 4 8 3 9 527 4 5752 6 26 4

1566 17 15 19 50 2219 2420 2637 2 8 7 6 3132 3 4 3 1 3900 4 438 4 8 39 5 2 7 4 5752 6264 6 7 6 4280 1366 1510 1 6 5 4 1880 2140 2333 2543 27 7 3 3020 3308 3761 4 279 4 6 6 6 508 6 554 7 6 04 11510 1654 18 8 0 2140 2333 2543 2 7 7 3 3020 3 3 0 8 3 7 6 1 4 2 7 9 4 666 5086 554 7 6041 6 52 2290 1319 14 58 159 7 18 16 2066 2253 2455 267 8 2916 3194 3631 4 132 4 5 0 5 4 911 5355 58 3 214 58 159 7 18 16 2066 2253 2455 2678 2916 3 1 9 4 3 6 3 1 4 1 3 2 4 505 4 911 5355 5832 6 29 7300 1275 14 09 1 5 4 4 1755 1 9 9 7 2178 2373 258 8 2819 3088 3510 3994 4355 4 74 7 517 7 56 3814 09 154 4 17 55 19 97 2178 2373 2588 2819 3088 3510 3 9 9 4 4355 4 7 4 7 517 7 5638 6 08 731 0 1234 1364 14 9 4 1 6 9 8 1933 2107 2297 2505 2728 2988 3397 38 65 4215 4 59 4 5010 54 561364 14 9 4 169 8 19 33 2107 2297 2505 27 28 298 8 3397 38 65 4 215 4 59 4 501 0 5456 58 9 1320 1195 1 3 2 1 14 4 7 1645 1872 2 0 4 1 2225 24 27 264 2 2895 329 1 37 44 4 0 8 3 4450 4 8 5 3 52 8 51321 14 4 7 164 5 1872 2041 2225 2427 264 2 289 5 3 2 9 1 3 7 4 4 4083 4 4 5 0 4 853 528 5 57 07330 1 1 5 9 128 1 14 04 1596 1815 1980 2158 2353 2562 2807 3191 3 6 3 1 3959 4 31 5 4 7 06 51 2 51 2 8 1 1 4 0 4 1596 1 8 1 5 1980 2158 2353 2562 2807 3191 3 6 3 1 3959 4 31 5 4 7 0 6 5125 55 3 4340 1125 1 2 4 4 1362 1 5 4 9 1762 1921 209 4 228 4 248 7 2724 3097 3524 38 43 4 1 8 8 4568 4 9 7 51 2 4 4 1362 1549 1762 1 9 2 1 2094 . 2284 . 24 8 7 2724 3097 3524 38 43 4 18 8 4 56 8 4 9 7 5 53 7 1350 1 0 9 3 1208 1323 1 5 0 4 1712 1866 2034 2219 2416 2647 3009 34 24 3733 4 06 9 4 4 37 4 8 3 21208 1 3 2 3 1504 1 7 1 2 1866 2034 2219 24 16 264 7 3009 3424 3733 4 06 9 4 4 37 4 8 32 5 2 1 8360 1063 1 1 7 5 128 7 14 63 1664 1 8 1 5 197 8 2157 234 9 2573 2926 3328 3626 3956 4314 4 6 9 81175 1 2 8 7 1463 1 6 6 4 1815 19 78 2157 2349 2573 2926 3328 3629 39 56 4 3 1 4 4698 50 7 33 7 0 1 0 3 4 1 1 4 3 1252 1 4 2 3 1619 17 66 1924 2099 2285 2504 28 46 3238 3 5 3 1 3 8 4 9 4198 4 57 11 1 4 3 1252 14 23 1 6 1 9 1766 1924 2099 228 5 2504 2846 3238 3531 38 49 4 1 9 8 4 5 7 1 4 9 3 6380 1 0 0 7 1 1 1 3 1219 1 3 8 6 1577 1 7 1 9 187 4 204 4 2225 2438 2 7 7 1 3153 34 38 3 7 4 8 4087 4 4 5 11 1 1 3 1219 1 3 . 86 1 5 7 7 1719 187 4 204 4 2225 2438 2771 . 3153 34 38 37 48 4 0 8 7 4 4 5 1 4 8 0 6390 9 8 1 1 0 8 4 1 1 8 8 - 1350 - 1536 1 6 7 5 1 82 6 - 1 99 1 2 16 8 2 37 5 27 00 3072 3350 3 6 5 1 3 9 8 2 4 33 71084 118 8 1350 1536 1675 1826 1 9 9 1 2168 237 5 2700 3072 3350 3 6 5 1_ 39 8 2 4 337 4 6 8 2400 9 561057 1 0 5 71158 1 1 5 81316 1 3 1 6 1498 1 6 3 31498 1633 1780 1780 19 4 1 2114 2316 2633 29 96 3266 3560 3883 4 22 89 3 3 - 1461 1593 ' 1 9 4 1 2114 .1737 1894

2316 . 2633 . 299 62062 ' 2259 , 2568 3 2 6 62923 3 5 6 03 1 8 7 38 8 33473 4 22 83 7 8 8 4 56 54 12 5410 1031 1 1 3 0 1284 . 112 8 44 6 1 1593 . 1 7 3 7 1894 2062 2259 2568 2923 3187 34 73 37 8 8 4 1 25 4 4 5 4SELECT VERTICAL CONSTANT SUPPORTS (C51) FROM BELOW HEAVY LINE


33/57

E . MYATT & CO INC CHART 4 P A G E 4

T rave lin CONSTANT SUPPORT SIZES STANDARD TRAVEL RANGE (Kg . )m m

50 5 1 52 53 54 55 56 57 5 8 59 60 6 1 62 63 64 65 6 611 0 1 6 6 0 1 1 8 01 5 1 9 37 7 20 9 4 8 226 24 24 09 0 25 8 38 27 71 3 2 9 7 2 41 8 01 5 1 9 37 7 20 9 48 226 24 24 09 0 25 83 8 27 71 3 29 724 3 1 8 8 11 20 1 5 2 1 8 1 6 5 1 4 1 7 7 6 2 1 9 20 2 20 7 39 220 8 3 23 6 85 25 4 04 2 7 2 4 7

1 6 5 1 4 1 77 62 1 920 2 20 73 9 220 83 2 3 6 8 5 2 5 4 0 4 2 7 2 4 7 2 9 2 2 4130 1 4 0 4 7 1 5 2 4 4 1 6 3 9 6 1 77 25 1 91 43 20 38 4 2 1 86 3 2 3 4 5 0 2 5 15 1 LOAD IN KILOGRAMSITRAVEL M M1 5 2 4 4 1 63 9 6 1 7 725 1 91 4 3 20 38 4 21 8 63 23 45 0 251 51 2 6 9 7 61 4 0 1 3 0 4 4 1 4 1 5 5 1 5 225 1 6 4 5 9 1 7 7 7 6 1 89 28 20 3 01 21 77 5 2 3 3 5 41 4 1 5 5 1 5 2 25 1 6 4 5 9 1 77 76 1 8 928 20 30 1 2 17 7 5 2 33 54 2 5 0 4 91 50 1 2 1 7 4 1 3 2 1 1 1 4 21 0 1 5 3 6 2 1 6 5 9 1 1 7 6 66 1 8 94 8 20 3 23 217971 321 1 1 4 2 1 0 1 5 3 6 2 1 6 5 9 1 1 7 6 6 6 1 8 9 4 8 20 323 21 79 7 2 3 3 7 91 6 0 1 1 4 1 3 1 2 3 8 6 1 3 3 22 1 4 4 0 2 1 5 5 5 4 1 6 5 6 2 1 7 7 6 4 1 9 0 5 3 20435 21918 23042 24224 25466 26772 27 8 6 6 29 00 3 3 0 1 8 71 2 3 8 6 1 33 22 1 44 02 1 5 5 5 4 1 6 5 6 2 1 7 7 6 4 1 90 53 20 43 5 21918 23042 24224 25466 26772 27866 29 00 3 3 01 87 3 1 4 2 0

1 0 7 4 2 1 16 57 1 25 38 1 3 5 5 5 1 4 6 3 9 1 5 5 8 8 1 6 7 1 9 1 7 9 3 2 1 9 2 3 3 20629 21686 22799 23968 25198 2 6 2 2 6 2 7 2 9 7 2 8 4 1 2170 1 1 6 5 7 1 2 5 3 8 1 3 5 5 5 1 4 6 3 9 1 5 5 8 8 1 6 7 1 9 1 79 32 1 9 23 3 20 629 21686,22799 23968 25198 26226 27 29 7 28 41 2 2 95 7 21 8 0 1 0 1 4 5 1 10 09 1 18 42 1 28 02 1 3 8 26 1 4 7 2 2 1 5 7 90 1 6 9 3 6 18164 19483 20482'21532 22637 23798 2 4 7 6 9 2 5 7 8 1 2 6 8 3 31 1 0 0 9 1 1 8 42 1 28 0 2 1 3 8 2 6 1 4 7 22 1 5 7 9 0 1 6 9 3 6 1 8 1 6 4 19483 20482 21532 22637 23798 24769 2 5 7 8 1 2 6 8 3 3 2 7 9 2 91 9 0 9 6 1 1 1 0 4 3 0 1 121 8 1 21 28 1 30 98 1 3 9 4 7 1 4 9 59 1 6 0 4 4 17208 18457 19404 20399 21445 22545 23 46 6 24 424 2 5 4 2 11 0 4 3 0 1 1 21 8 1 21 28 1 3 0 9 8 1 3 9 4 7 1 4 9 5 9 1 6 0 4 4 1 7 20 8 18457 19404 20399 21445 22545 23466 2 4 4 2 4 2 5 4 2 1 2 6 4 5 9200 9 1 3 1 9 9 0 8 1 06 57 1 15 21 1 24 4 3 1 325 0 1 4 21 1 1 5 2 4 2 16348 17534 18433 19379 20373 21418 2 22 92 2 32 03 2 4 1 5 09 9 0 8 1 0 6 5 7 1 1 521 1 2 4 4 3 13250 1 4 21 1 1 5 2 4 2 1 6 3 4 8 17534 18433 19379!20373 21418 22292 23 20 3 24 15 0 2 5 1 3 621 0 8 6 9 6 9 4 3 7 1 0 1 5 0 1 0 9 7 3 1 1 8 5 1 1 26 1 9 1 3 5 3 4 1 4 51 6 15570 16699 17556 18456 19403 20398 2 12 3 1 2 2 0 9 8 2 3 0 0 09 4 3 7 1 0 1 5 0 1 09 73 1 18 51 1 2 6 1 9 1 3 5 3 4 1 4 5 1 6 1 5 5 7 0 16699 17556 18456 19403 20398 21231 220 98 23 00 0 2 3 9 3 9220 8 3 0 1 9 0 0 8 9 6 8 9 1 0 4 74 1 1 3 1 2 1 20 4 5 1 29 19 1 3 8 5 7 14862 15940 16758 17617 18521 1 9 4 7 1 20 26 6 21 09 3 2 1 9 549 0 0 8 9 6 8 9 1 0 4 7 4 1 1 3 1 2 1 20 4 5 1 29 19 1 3 8 57 1 4 8 6 2 15940 16758 17617 18521 19471 20266 21 09 3 21 95 4 2 2 8 5 1230 7 9 4 0 8 6 1 6 9 2 6 7 1 0 0 1 9 1 0 8 2 0 1 1 5 2 1 1 2 3 5 7 1 3 2 5 4 14216 15427 16029 16851 17716 18624 1 9 3 8 5 2 0 1 7 6 2 1 0 0 08 6 1 6 9 26 7 1 00 19 1 08 20 1 1 521 1 2 3 5 7 13 2 5 4 1 4 2 1 6 15247 16029 16851 17716 18624 19385 20176 2 1 0 0 0 2 1 8 5 7240 7 6 0 9 8 25 7 8 8 8 1 9 6 0 1 1 03 6 9 1 10 41 1 1 8 4 3 1 2 7 0 2 13623 14612 15361 16149 16977 17848 1 8 57 7 1 93 3 6 2 0 1 2 58 25 7 8 8 8 1 9 6 0 1 1 0 3 6 9 1 1 0 4 1 1 18 43 1 27 02 1 36 23 14612 15361 16149 16977 17848 18577 1 9 3 3 6 2 0 1 2 5 2 0 9 4 7250 7 3 0 5 7 9 2 7 8 5 26 9 21 7 9 9 5 5 1 06 00 1 1 36 9 1 21 94 13078 14027 14747 15503 16298 17134 1 7 83 4 1 85 6 2 1 9 3 2 07 9 2 7 8526 9 2 1 7 9 9 5 5 1 0 6 0 0 1 1 3 6 9 1 21 94 1 30 78 14027 14747 15503 16298 17134 17834 1 85 62 1 93 20 2010926 0 7 0 2 4 7 6 22 8 1 9 8 8863 9 5 7 2 1 0 1 9 2 1 09 32 1 17 25 12575 13488 14180 14907 15671 1 6 47 5 1 7 1 4 8 1 7 84 8 1 8 5 7 77 6 2 2 8 1 9 8 8 8 6 3 9572 1 01 92 1 09 32 1 17 25 1 25 75 13488 14180 14907 15671 16475 17148 1 78 48 1 85 77 1 9 3 3 5270 6 7 6 4 7 3 4 0 7 8 9 4 8534 9 2 1 7 9 8 1 5 1 0 5 2 7 1 1 2 9 1 12110 12988'13654 14355 15091 15865 1 6 5 1 3 1 7 1 8 7 1 7 8 8 97 3 4 0 7 8 9 4 8 5 3 4 9217 9 8 1 5 1 05 27 1 12 91 1 2 1 1 0 12988 13654 14355 15091 15865 16513 1 71 87 1 78 89 1 8 6 1 928 0 6 5 2 2 7 0 7 7 7 6 1 2 8230 8 8 8 8 9 4 6 4 1 0 1 5 1 1 0 8 8 7 11677 12524 13167 .13842 14552 15299 1 59 23 1 65 73 17 2 5 07 0 7 7 7 6 1 2 8 23 0 8 8 8 8 9 4 6 4 1 0 1 51 1 0 8 8 7 1 1 6 7 7 12524 13167 13842 14552 15299 15923 1 6 5 7 3 1 7 2 5 0 1 7 9 5 4290 6 2 9 7 6 8 3

Documents

Catalogue_Spring_Hangers.pdf