engineering catalog power-strut - usesi · 2018-05-28 · screens, tunnel stanchions and offshore...

PO

WE

R-S

TR

UT

®

En

gin

ee

ring

Ca

talo

g

Electrical In

frastructu

re So

lutio

ns

™

ww

w.a

llied

eg

.co

m

•C

hannels, Fittings, &

Accesso

ries

•E

lectrical Racew

ay Co

mp

onents

•C

oncrete Inserts

•C

ush-A-C

lamp

s®

•P

ow

er-Ang

les™

•A

ickinstrut®

Family o

f Fiberg

lass C

hannel & A

ccessories

Th

e P

ow

er to

Bu

ild!

Th

e P

ow

er-S

trut C

on

ne

ctio

n,

Ea

sy a

s 1

- 2 - 3

...

The present line of Power-Strut continuous slot m

etal fram

ing is the result of over one half century of experience in m

etal framing.

This complete line includes channels, fittings and

accessories for any framing or support solution...

large or small, heavy or light.

Power-Strut is proud of the exacting standards of

research, design, engineering and manufacturing that

go into production of the Power-Strut system

.

Maxim

um recom

mended load ratings for channels have

been established through testing and are based on allow

able stresses applicable to the Power-Strut M

aterialSpecification. Electrical Pow

er-Strut products are listed by the U

nderwriters' Laboratories, Inc. (U

.L.) and certified by the C

anadian Standards Association (CSA.)

1.Insert the clam

ping nut anywhere along the continuous

slot channel. A90° clockw

ise turn positions the grooves and teeth in the nut w

ith the inserted edges of the channel.

2.The Pow

er-Strut fitting provides the connection of channels.

3.Tighten the bolt(s) to secure the connection.

WA

RN

ING

: Power-Strut products are carefully designed and m

anufactured to the listed standards, as applicable. H

owever, Pow

er-Strut reserves the right to revise product design without notification. Pow

er-Strut products included in this catalog are intended for installation and service only as described or specified herein. C

are should be exercised by installers and end-users to install, use and m

aintain these products properly to avoid any possible on-the-job accidents.

Gen

eral Inform

ation

Product Overview

...............................4-5Exam

ple Applications ............................6-7

Finishes ......................................8-9M

aterial Specifications ...........................10

PowerStrut Profile Index

.........................11-16A

ickinstrut Profile Index.........................16-18

Pow

erStrut M

etal Chan

nel

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19Pull-O

ut & Slip Loads.............................

20Product Profiles...............................20-21PS 100 C

hannel ..............................22-23PS 150 C

hannel ..............................24-25PS 200 C

hannel ..............................26-29PS 210 C

hannel ..............................30-31PS 300 C

hannel ..............................32-33PS 400 C

hannel ..............................34-35PS 500 C

hannel ..............................36-37PS 520 C

hannel ..............................38-39PS 560 C

hannel ..............................40-41A

ccessories....................................42

Lateral Bracing .................................42

Fasteners

Overview

& Product U

sage Chart..................43-44

Fasteners ...................................45-48

Fittings

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49G

eneral Fittings...............................50-59W

ing Connectors .............................60-61

Post Bases...................................61-62Trolleys.......................................

62Brackets &

Supports ...........................62-65Beam

&”C

” Clam

ps............................65-68

Pipe &

Con

duit Clam

ps

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69C

lamps.....................................70-76

Pipe Rollers..................................77-78

Electrical

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79C

hannel Raceway

...............................80

Example A

pplications ..........................81-83Electrical Fittings, Boxes, &

Accessories..............84-90

Con

crete Inserts

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91Products....................................92-94

Junior C

han

nel

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95PS 600J C

hannel................................96

PS 700J Channel................................

97A

ccessories..................................96-98

Pow

er-Angle

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99Products.....................................

100Loads, &

Configurations ......................101-104

Aickin

strut - Non

-metallic Fiberglass

Chan

nel &

Accessories

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105A

ickinstrut Specifications ......................106-107C

hemical C

ompatibility Table

...................108-109G

eneral Information ............................

110C

hannel Profiles & Product Loading ..............111-113

Fittings...................................114-116

Pipe Clam

ps & C

apping ......................117-120Fasteners .................................120-122Pipe H

angers, Accessories, &

Supports............123-125Post Bases....................................

126

Aickin

shape - N

on-m

etallic Fiberglass Structural S

hapes

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127Products..................................127-130Sealers, C

oatings & Prom

otional Materials ............

131

Aickin

grate - Non


Molded G

rating

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132Specifications, Products &

Loading...............133-134

Aickin

grate - Non


Pultruded G

rating

Overview

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135Specifications .................................

135“I” Bar Products.............................136-137“T” Bar Products ............................138-139A

ickingrate Part Num

bers ........................140

Stair Treads ..................................141

Aickinplate, A

ccessories ......................142-143Fiberglass C

orrosion-Resistance Guide Table

...........144

Technical D

ata

Formulas .................................146-147

Beam Loads ..................................

148Fitting Loads..................................

149Pipe Spacing ..............................150-151C

hannel & Trap M

embers ........................

152Tubing, C

onduit, & Pipe D

ata...................153-158

Flanges, Channels &

I Beams...................159-160

Conversion Table...............................

161Part N

umber Index ..........................162-170

®

More Than 8

,00

0 Q

uality Products

The Power–Strut m

etal framing system

can be regarded as a basic building m

aterial. Our m

etal framing system

is an erector set concept, using channel and fittings to solve m

any applications. You can conceal m

etal framing in the basic structure of a

building or run it along the surface of walls, ceilings and floors.

An endless array of fittings provide freedom

to work at virtually

any angle along any surface to shape a support system that fits

your exact needs.

Available finishes include hot–dipped galvanized, pregalvanized,

electro–galvanized and painted, along with m

aterial choices of steel, stainless steel and alum

inum.

Beyond its versatility as a basic building material, m

etal framing

is popular for more exotic applications such as clean room

s, satellite dish supports, x–ray supports, storage racks, theater screens, tunnel stanchions and offshore platform

catwalks.

While the uses of m

etal framing are truly unlim

ited, they fall into three m

ajor categories.

Electrical S

ystems

Versatile metal fram

ing is widely used by electrical contractors

to support conduit, panel boxes, raceway system

s and other electrical com

ponents. In addition, Power–Strut channel can be

used as a wiring racew

ay. Products marked w

ith the UL sym

bol in this catalog are listed by U

nderwriter’s Laboratories for use

in raceway applications.

Channel racew

ays or support systems can be attached to ceilings,

wood or steel beam

s, inside columns or im

bedded in concrete. Trapeze system

s can support conduit from either the top or bottom

.

As a lighting support system

, metal fram

ing helps assure proper alignm

ent over long spans. As a racew

ay system, channel offers

an opportunity to reduce construction costs through more efficient

use of installation labor. The exceptional versatility of channel gives contractors m

ore flexibility in solving miscellaneous problem

s w

hich may arise at the job site.

A B

roa

d a

nd

Versa

tile Meta

l Fra

min

g L

ine B

ack

ed

Mechanical S

ystems That R

educe Costs

For mechanical support of H

VAC

, plumbing and fire protection

systems, the versatility of m

etal framing system

s is unmatched.

It is by far the most popular fram

ing system w

ith contractors because the w

ide variety of fittings and support devices available help solve virtually any support problem

without

expensive welding.

Piping stanchions, ceiling and wall-m

ounted supports and tunnel supports are com

mon m

etal framing applications. C

oncrete insert, shelf bracket, w

all and ceiling-mounted system

s provide flexible solutions to any piping support applications.

In addition, pipe support products such as Power-W

rap and cush-ioned clam

ps provide insulation to prevent potential damage from

noise, vibration, tem

perature variations and metal-to

-metal contact.

OEM

Com

ponents and Maintenance

Metal Fram

ing systems provide convenient solutions for m

ainte-nance and retrofit requirem

ents in processing and manufacturing

facilities. Also, Pow

er-Strut products can be used as cost-effective com

ponents in OEM

applications. For example, channel can

be used as conveyor stands and side rails or provide framing

for panel cabinetry products, or for generator, motor and

pump supports.

The complete line of products and leading reputation for quality

and service make Pow

er-Strut your practical choice for metal

framing. C

ontact your local Power-Strut representative for

additional information.

by a

Lea

din

g R

epu

tatio

n fo

r Qu

ality a

nd

Service.

®

Pipe clamp fittings

PS 1100 (typical)

Standard back-to-backcom

bination channel

Plastic End Cap (typical)

Anchor(suitable for w

all material)

Square Washer

PS 619 w/Hex Nut

Overhead S

upport Vertical to H

orizontalW

all Mount O

rganize & C

ontrol MultiS

helf or U

tility Support

Pipe clamp

fittings(typical)

Versatile Power-Strut installation

of utility piping means that

expansion is just a matter of

inserting another pipe clamp!

PS 611(typical)

Anchor(suitable for w

all material)

Check span for allowable load

Pipe Rack

Trapeze Support

Overhead M

ulti-Use S

upport System

s U

sing Channel A

ttached to “I” Beam

s

Stock brackets areavailable in lengthsfrom

6" to 36"

Wall M

ounted Brackets

Wall-m

ountedchannel

Standard C

hannel and Fitting Assem

bly

The factory punched holes in “H” series channel allow

fittings to be attached to either side.

Just loosen the nuts

to easily adjust position

Trapeze Support S

ystem

Power-Strut m

etal framing is ideal for electrical

and mechanical pipe support applications.

PlasticEnd Cap(For safety)

Pre-slotted channel allowthrough channel connections Square

Washer

PS 619

Acceptable Methods to Hang Channels

Threaded Rod

Supports for Threaded R

od Attachm

ents B

etween B

eamsUse Beam

Clamps in pairs

Select channel size based on load requirements

PS 203 for 3⁄8" Rod(eyelet link)Threaded Rod

PS RS 3⁄8" (channel nut)w

/PS 619 3⁄8" (sq. washer)

Pipe Hanger

Ganged P

ipe Support

Supports for Threaded R

od Attachm

ents to S

ingle Beam

s

Standard “I” beam

Standard channelPipe clamps

Use Beam Clam

psin pairs

Hanger support

Select channel size basedon load requirem

ents

® Engineering Catalog

ZIN

C C

OATIN

GPow

er-Strut products are available in four types of zinc coatings:

Zin

c coatin

gs o

ffer two typ

es of

pro

tection

:

1. Ba

rrier: The zinc coating protects the steel substrate from

direct con-tact w

ith the environment.

2. Sa

crificial: The zinc coating w

ill protect scratches, cut edges, etc. through an anodic sacrificial pro

-cess.

The service life of zinc coating is directly related to the zinc coating thickness as show

n below.

CO

MPA

RIS

ON

OF Z

INC

GA

LVA

NIZ

ED FIN

ISH

ESFin

ish

Zin

c Thickn

ess

Pregalvanized 0

.75

MIL

Zin

c C

oa

ting

Pre

pa

red

Ste

el

Ch

an

ne

l, Clo

su

res

, Cla

mp

s &

Fittin

gs H

ot-Dipped G

alvanized (HG

)M

aterial is coated with zinc after being

roll-formed or after all m

anufacturing operations are com

pleted, conform-

Ele

ctro

-Ga

lva

niz

ed

Zin

c C

oa

ting

Pre

pa

red

Ste

el

Bo

lts, N

uts

, Cla

mp

s &

Fittin

gs

Electro-Galvanized (EG

) Fittings and hardw

are are electrolytically coated w

ith zinc to comm

ercial stan-

and is recomm

ended for dry indoor

thickness.

0.5

mill and is the standard finish

thickness only on UL Listed racew

ay products.

Ele

ctro

-Pla

ted

Zin

c C

oa

ting

Ye

llow

Dic

hro

ma

teC

on

ve

rsio

n C

oa

t

Pre

pa

red

Ste

el

Ch

an

ne

l & F

itting

s

Pre

-ga

lva

niz

ed

Ste

el

Ch

an

ne

l & C

los

ure

s

Pregalvanized (P

G)

by hot-dip process prior to roll-forming

or press operations.

The zinc coating conforms to

Requirem

ent for Steel Sheet,

Process.

Pow

er-Gold (ZD

)A

Electro-galvanized zinc plate is

applied with a cohesive m

olecular bond to the steel base m

etal, in compliance

results in a gold appearance which acts

as a nonporous barrier sealant.

is the standard finish thickness

mill and is the standard finish thickness

only on UL Listed racew

ay products.

PO

WER

-GR

EEN®

TECH

NIC

AL D

ATA

STEEL S

UB

STR

ATE P

REP

AR

ATIO

N

Eight stage continuous cleaning, rinse, zinc phosphate conversion coating and sealer.

CO

ATIN

G

Thermoset epoxy

Colo

r:

Color Tolerance C

hart PR C

olor No. 4

.

Hard

ness:

Coatin

g Pro

cess: Cathodic

Electrodeposition.

PER

FOR

MA

NCE

Salt Sp

ray:

Scribed

: exceeds 40

0 hrs per

⁄8

Un

scribed

:

ENVIR

ON

MEN

TAL IS

SU

ES

Formulated as a “heavy m

etal”- free

Ou

tgassin

g in

service: essentially

Ty

pe

30

4 o

rT

yp

e 3

16

Sta

inle

ss

Ste

el

Ch

an

ne

l, Clo

su

res

& F

itting

s

Stainless S

teel (SS)

Material in accordance w

ith

Ex

trud

ed

Alu

min

um

Ch

an

ne

l, Clo

su

res

& F

itting

s

Alum

inum (A

L)C

hannel is extruded aluminum

in

Ste

el

(oile

d s

urfa

ce

)

Ch

an

ne

l, Clo

su

res

& F

itting

s

Plain (P

L) Plain finish designation m

eans that the channel retains the oiled surface ap-plied to the raw

steel during the rolling process. The fittings have the original oiled surface of the bar-stock m

aterial.

Pre

pa

red

Ste

el

Se

ale

r

Zin

c P

ho

sp

ha

te

E-C

oa

t

Ch

an

ne

l, Clo

su

res

& F

itting

s

Pow

er-Green

® (G

R)

Channel and parts are cleaned and

phosphated. Imm

ediately afterward,

a uniform coat of rust-inhibiting

thermoset epoxy paint is applied by

cathodic electro-deposition and

thoroughly baked.

Finishes (Ordering):

When ordering, add the finish to

the part number.

® Engineering Catalog

* Channel referenced is 1

5⁄8" wide, fittings referenced are

for 15⁄8" channel.

† Some

⁄4" fittings are produced from A

-36 Structural Steel.

Materials:

Ch

an

nel* &

Clo

sures – Preg

alva

nized

ASTM

A653 G

rade 33, Steel Sheet Zinc Coated by H

ot Dip

Process

Ch

an

nel* – Pla

in, Pa

inted

or H

ot D

ip G

alva

nized

and Strip, Structural Quality

Ch

an

nel* – Sta

inless Steel

Chrom

ium–N

ickel Stainless Steel Plate, Sheet, Strip for Pressure Vessel

Ch

an

nel* – A

lum

inu

m

Extruded Bar, Rod, Wire, Shape and Tube

Clo

sures – Pla

in, Pa

inted

or H

ot D

ip G

alva

nized

Fitting

s* – Steel⁄4⁄8

Fitting

s* – Alu

min

um

Accesso

ries – SteelLess than

⁄4

Pipe C

lam

ps – Steel

Pipe C

lam

ps – Sta

inless Steel

Pipe C

lam

ps – A

lum

inu

m

Ch

an

nel N

uts

⁄8" &

⁄⁄4

Hex N

uts a

nd

Bolts

Threa

ded

Low C

arbon Steel

Product testing is an important Part of Pow

er-Strut’s Quality A

s-surance Program

. We utilize our ow

n testing facilities, as well as

those of independent testing laboratories, to determine design

loads with proper and adequate safety factors. These design loads

are indicated, where applicable, throughout the catalog. Loads

are based on AISI Specification For The D

esign Of C

old-Formed

Steel Structural Mem

bers, 2001 Edition.

Destructive and non-destructive testing procedures are used to test

for variables such as corrosion, conductivity, electro-static dissipa-tion, ultra-violet resistance, w

ind resistance, dimensional accuracy,

material integrity and slip resistance.

In short, if there’s a specification to meet, Pow

er-Strut will develop

a test to quantify and verify it. Using design properties of the Pow

-er-Strut fram

ing mem

bers, load data given in this catalog, and/or design procedures of the A

merican Iron &

Steel Institute Specifica-tion For The D

esign Of C

old-Formed Steel Structural M

embers,

2001 Edition, it is possible to design any type of structure within

the capabilities of the system.

Assem

blies or connections that cannot be calculated using provi-sions of the A

ISI specifications must be established by application-

specific tests.

Product Load Testing

We reserve the right to m

ake specification changes w

ithout notice.

While every effort has been m

ade to assure the accuracy of inform

ation contained in this catalog at the tim

e of publication, we cannot accept

responsibility for inaccuracies resulting from

undetected errors or omissions.

Channel

PS 100 .....................22PS 100 2T3 ..............22

PS 150 .....................24PS 150 2T3 ..............24

PS 200 .....................26PS 200 2T3 ..............26

PS 200 2T2 ..............28

PS 200 2T4 ..............28PS 200 2T5 ..............28

PS 200 3T6 ..............28PS 200 PLA

.............29PS 200 PLC

.............29PS 210 .....................30

PS 210 2T3 ..............30

PS 300 .....................32PS 300 2T3 ..............32

PS 400 .....................34PS 400 2T3 ..............34

PS 500 .....................36PS 500 2T3 ..............36

PS 520 .....................38

PS 520 2T3 ..............38PS 560 .....................40

PS 560 2T3 ..............40PS 6152 ...................42

PS 6153 ...................42PS 9050 ...................42

Fasteners

PS 6024 ...................45PS 6072 ...................45

PS 6075 ...................45PS 6064 ...................45

PS 6108 ...................45PS 6112 ...................45

PS 83 .......................45

PS 209 .....................45PS 230 .....................46

PS 231 .....................46PS 211 .....................46

PS 3281 ...................46PS 146 .....................46

PS 135 .....................46

PS 517 .....................46PS LS ......................47

PS RS ......................47

PS SS ......................47PS N

S ......................47PS N

S S ...................47PS TG

......................47

PS ML ......................47

PS 3500 ...................48PS K

W .....................48

PS 202 .....................48PS 203 .....................48

PS 204 .....................48PS 205 .....................48

®

General Fittings

PS 601 .....................50PS 602 .....................50

PS 617 .....................50PS 618 .....................50

PS 619 .....................50PS 2504 ...................50

PS 620 .....................51

PS 621 .....................51PS 718 .....................50

PS 719 .....................50PS 888 .....................50

PS 889 .....................50PS 712 .....................51

PS 714 .....................51

PS 744 .....................51PS 750 .....................51

PS 925 .....................51PS 2190 ...................51

PS 747 .....................51PS 822 .....................51

PS 854 .....................51

PS 2112 ...................51PS 603 .....................52

PS 921 .....................52PS 763 .....................52

PS 764 .....................52PS 604 .....................52

PS 2144 ...................52

PS 806 .....................52PS 2520 ...................52

PS 605 .....................52PS 606 .....................53

PS 745 .....................53PS 2545 ...................52

PS 607 .....................53

PS 3049 ...................53PS 3373 ...................53

PS 614 .....................53PS 615 .....................53

PS 716 R or L ..........53

PS 720 R or L ..........53

PS 660 .....................53

PS 927 .....................54PS 689 A

& B

..........54PS 713 .....................53

PS 715 .....................53PS 622 .....................54

PS 752 R or L ..........54

PS 746 .....................54

PS 748 .....................54PS 3326 R

or L ........54PS 2007 R

or L ........54PS 633 .....................55

PS 624 .....................54PS 781 .....................55

PS 793 .....................55

PS 2113 ...................54PS 9400 ...................55

PS 9401 ...................55PS 9402 ...................55

PS 9403 ...................56PS 9404 ...................56

PS 926 .....................54

PS 2054 ...................55PS 810 .....................55

PS 812 .....................56PS 756 .....................57

PS 2601 ...................57PS 611 .....................57

PS 612 .....................57

General Fittings (cont.)

PS 711 .....................57PS 928 .....................57

PS 609 .....................57PS 647 .....................56

PS 692 .....................56PS 2523 ...................56

PS 2532 ...................56

PS 3060 ...................56PS 613 .....................57

PS 679 .....................57PS 2648 ...................57

PS 687A, B

& C

.......58PS 710 .....................57

PS 2119 ...................57

PS 721 .....................58PS 929 .....................58

PS 978 .....................58PS 709 .....................58

PS 733 .....................58PS 678 .....................58

PS 677 .....................58

PS 734 .....................58PS 735 .....................58

PS 623 .....................58PS 993 .....................59

PS 922 R or L ..........59

PS 2117 R or L ........59

PS 2128 R or L ........60

PS 631 .....................59PS 644 .....................59

PS 645 .....................59PS 629 .....................59

PS 616, PS 646 .......59PS 804 .....................59

PS 704 .....................59

PS 1004 ...................59PS 2129 R

or L ........60PS 665 .....................60

PS 666 .....................60PS 667 .....................60

PS 943 .....................60PS 670 .....................61

PS 668 .....................60PS 821 .....................60

PS 913 .....................60PS 923 .....................60

PS 945 .....................60PS 669 .....................61

PS 2514 ...................60

PS 3013 & SQ

.........61PS 3025 &

FL ..........61PS 3033 &

SQ .........61

PS 3040 ...................61PS 2064 ...................61

PS 3064 ...................62PS 3029 ...................62

PS 3041 ...................61PS 2521 ...................62

PS 2522 ...................62PS 2528 1 ................62

PS 2528 ...................62PS 2524 ...................62

PS 2525 ...................62

PS 626 .....................63PS 661 T1 &

T2 .......63PS 808 T1 &

T2 .......63PS 651 .....................63

PS 809 .....................63PS 708 .....................63

PS 3164 ...................64

®

General Fittings (cont.)

PS 732 .....................63PS 838 R

or L ..........64PS 3282 ...................64

PS 825 R or L ............4

PS 826 .....................64PS 2404 thru

PS 2408 ...................64PS 2422 ...................64

PS 2421 ...................65PS 855 .....................65

PS 2651 ...................65PS 2657 ...................65

PS 2656 ...................65PS 685 .....................65

PS 686 .....................66

PS 2653 ...................66PS 907, PS 998 .......66

PS 916 .....................66PS 684 .....................66

PS 2622 ...................66PS 736 .....................66

PS 2623 ...................67

PS 3201 ...................67PS 2624 ...................65

PS 871 .....................67PS 858 .....................67

PS 865 .....................67PS 2654 &

A ............68

PS 2626 ...................68

PS 135X ...................67PS 85 .......................67

PS 95 .......................68PS 86 .......................68

PS 93 .......................68PS 94 .......................68

Pipe &

Conduit C

lamps

PS 1000 ...................70PS 1100 Series .......70

PS 1300 ...................70PS 1200 ...................71

PS 3138 ...................72PS 3126 ...................72

PS 1450 ...................72

PS 3792 ...................75PS 67 .......................70

PS 69 .......................71PS 137 .....................71

PS 51 .......................72PS 004T ...................74

PS UB

......................76

PS 004M ..................75

PS 270 .....................72PS 52E .....................75

PS MU

.....................76PS TP ......................73

PS CT ......................73

PS 1901 ...................77

PS 815 .....................77PS 1911 ...................77

PS 816 .....................77PS 1902 ...................78

PS PP ......................78

Electrical

Solid R

aceway .................80

Knock-O

ut R

aceway .................80

Application

Example .............81-83

PS 655 Series .........84PS 2511,

PS 2581 ...................84PS 2560,

PS 2561 ...................84PS 2640 ...................84

PS 803 .....................84PS 2625 ...................84

PS 707 .....................84PS 707 &

P ..............84PS 2632 ...................85

PS 2632D ................85

PS 2631 ...................85

PS 2631D ................85

PS 3301 ...................85PS 807 .....................85

PS 2636 ...................86PS 2637 ...................86

PS 702 .....................86PS 703 .....................86

PS 702 D .................86

PS 703 D .................86

PS 659 .....................86PS 658 .....................86

PS 2621 ...................87PS 2639 ...................87

PS 2662 ...................87

PS 2660 ...................87 PS 2661 ...................87

PS 2094 ...................87PS 649 Series .........88

PS 760 .....................88PS 671 .....................88

PS 2800 ...................88

PS 2802 ...................88PS 2801 ...................88

PS 2803 ...................88PS 2700 ...................88

PS 791 .....................89PS 2627 ...................89

PS 1510 ...................89

PS 1500 ...................89PS 722 .....................90

PS 1610 ...................90PS 1801 ...................89

Concrete Inserts

PS 349 .....................92PS 449 .....................93

PS 656, PS 901 .....................93

PS 653 .....................92PS 654 .....................92

PS 1154 ...................94PS 6151 ...................93

PS 285 .....................94PS 285 N

.................94PS 152 .....................94

PS 680 .....................94PS 3700 ...................94

®

Junior Channel

PS 600J ...................96PS 700J ...................97

PS 3017 ...................96PS 4017 ...................96

PS 2013 ...................97PS 2014 ...................97

PS 2015 ...................97

PS 2016 ...................97PS 2033 ...................97

PS 2034 ...................97PS 2008 ...................98

PS 2017 ...................98PS 2018 ...................98

PS 2025 ...................98

PS 2037 ...................98PS 2019 ...................98

PS 2024 ...................98PS 2023 R

or L ........98PS 2010 ...................98

PS 2026 ...................98PS 2011 ...................98

PS 2029 ...................96PS 2041 ...................98

Pow

er-Angle

®

PA 158 ...................100

PA 238 ...................100

PA 318 ...................100

PA 1SC

, PA 1R

C ...100

PA 1G

P ..................100PA

1SNB

...............100PA

1RP ..................100

Fiberglass Aickinstrut

®

20P-2000, 20V-2000 &

20E-2000 ............11120P-2200, 20V-2200

& 20E-2200 ............111

20P-2300, 20V-2300 &

20E-2300 ............11120P-2100,

20V-2100 ...............11120P-1500,

20V-1500 ...............11120P-1700,

20V-1700 ...............11120P-1800,

20V-1800 ...............111

20P-1600, 20V-1600 ...............111

20P-1000, 20V-1000, 20E-1000 ...............111

20P-1200, 20V-1200, 20E-1200 ...............111

20P-1300, 20V-1300, 20E-1300 ...............111

20P-1100, 20V-1100 ...............111

20P-2000-SST, 20V-2000-SST .......111

20P-2200-SST, 20V-2200-SST .......111

20P-2300-SST, 20V-2300-SST .......111

20P-2100-SST, 20V-2100-SST .......111

20P/V-2500, 20P/V-2800 ............114

20P/V-2502, 20P/V-2802 ............114

20P/V-2504, 20P/V-2804 ............114

20P/V-2506, 20P/V-2806 ............114

50PU-2616 .............114


® (cont.)

20P/V-2508, 20P/V-2808 ............114

20P/V-2510, 20P/V-2810R

, 20P/V-2810L, .........114

20P/V-2512, 20P/V-212 ..............114

20P/V-2514, 20P/V-2814 ............114

20P/V-2516, 20P/V-2816R

, 20P/V2816L ...........115

20P/V-2518, 20P/V-2818 ............115

20P/V-2520, 20P/V-2820 ............115

20P/V-2522, 20P/V-2822 ............115

20P/V-2524, 20P/V-2824 ............115

20P/V-2526, 20P/V-2826 ............115

20P/V-2528, 20P/V-2828 ............115

20P/V-2530, 20P/V-2830 ............115

20P/V-2534, 20P/V-2834 ............115

20P-2541, 20V-2541 ...............115

20P/V-2540, 20P/V-2840 ............115

50PU-2611 .............115

20P-2542, 20V-2542 ...............116

50PU-2611-SP .......116

50PU-2613 .............116

50PU-1508,

50PU-2008 .............116

50PU-2045 .............116

50PU-2090 .............116

50PU-2636, 50PU

-2636A

, 50PU-3636B

, 50PU

-2936 .............11650PU

-2538 .............116

20PU-5853, 20PU

-5854, 20PU

-5855, 20 PP-5853, 20PP-

5854, 20PP-5855 ...116

20PU-5903, 20PU

-5904, 20PU

-5905, 20PU

-5903, 20PP-5904, 20PP-5905 ...116

Adjustable Pipe

Clam

p ....................11750PU

-500SP................117

Rigid Pipe

Clam

ps ..................118Tw

o-Hole Pipe

Straps ....................118A

ickin-A-G

rip ........11920E-5000 ...............119

AIC

-EC ..................119

Nonm

etallic U

-Bolts ..................120

Hex Flange B

olts ..120

Hex B

olts ..............120Vinyl Ester Square

Head B

olts ............121H

ex Nuts ...............121

Hex Flange N

uts ...121Vinyl Ester Square

Head B

olts ............121Flat W

ashers ........121A

ll-Thread W

ashers ................121

Heavy D

uty C

hannel Nuts ........122

Standard Duty

Channel N

uts ........122Saddle C

lips .........122Stop-Lock

Assem

blies ...........122Fabricated B

eam

Clam

ps ..................122M

olded Clevis

Hanger ..................123

Hand Lay-U

p Clevis

Hangers ................123

®


® (cont.)

Molded B

eam

Clam

ps ..................123C

ope-Glas B

eam

Clam

ps ..................123B

eam C

lip .............123Threaded R

od .......124R

od Couplers .......124

Duraclam

p ............124C

hannel H

angers ................124

Power-R

ack Stanchions ...........125

Wall B

rackets .......125H

eavy Duty

Post Base .............126

Stands ...................126

Fiberglass Aickinshapes

®

Equal Leg Angle ...127

Channel .................127

I-Beam

...................127W

ide Flange I-B

eam ...................127

Flat Sheet ..............128Em

bedment A

ngle 128Square Tube .........128

Square Bar ............128

Rectangular Tube 128

Round R

od ...........128Flat Strip ...............129

Round Tube ..........129

Door Fram

e ...........129Threshold .............129

Hat Section ...........129

Flight Channel ......129

Toe Plate ...............130Square B

ar ............130Square Tube .........130

Fixed Connector ..130

Handrail

Connectors ...........130

Fiberglass Sealers, C

oatings & P

romotional M

aterial

Aickinzap ..............131

Aickincoat .............131

Distributor

Display ..................131

Distributor Literature

Display ..................131

Adj. Pipe C

lamp

Sample ..................131

Rigid Pipe C

lamp

Sample ..................131

Aickinstrut Sam

ple B

ox ........................131

Fiberglass AickinG

rate®

1" Molded

Grating ..................134

1" Molded

Grating ..................134

11⁄2" M

olded G

rating ..................1342" M

olded G

rating ..................134“I” B

ar Pultruded G

rating ...........136-137“T” B

ar Pultruded G

rating ...........138-139M

olded Stair Treads ..........141

Pultruded Stair Treads ..........141

Aickinplate ............142

Molded G

rating C

lip ........................143Pultruded G

rating C

lip ........................143M

olded Grating Floor

Pedestals ..............143

19

CH

AN

NEL

CH

AN

NEL1

9

Power-Stru

t cha

nn

el section

s are

pro

du

ced b

y mu

ltiple sets o

f form

ing

rolls w

hich

cold

-work

strip steel in

to th

e ch

an

nel co

nfi

gura

tion

. Th

is type o

f roll

form

ing p

rod

uces a

un

iform

cha

nn

el sectio

n h

eld to

the sp

ecifica

tion

s of M

FM

A-4

.

MATER

IALS

:Plain and painted green channels are form

ed from structural quality

strip steel which conform

s to the requirements of A

STM A

-1011 SS G

rade 33. Pre-galvanized channel conforms to the requirem

ents of A

STM A

-653 Grade 33.

STA

ND

AR

D LEN

GTH

S:

Stock lengths are 10 and 20 feet. Special lengths are available upon request.

STA

ND

AR

D FIN

ISH

ES:

Standard Power-Strut channel is available in plain, painted green,

zinc dichromate or pre-galvanized finishes.

OR

DER

ING

INFO

RM

ATIO

N:

When ordering, add the length or size and finish to the part num

ber. See page 8 - 9 for finish abbreviations and an exam

ple.

Type of Load

Safety Factor to Yield Strength

Safety Factor to Ultim

ate StrengthBeam

Loads1.67

2.0Colum

n Load1.80

2.2

®

PS

10

0 – 1

5⁄8" x 31⁄4" x 12 ga.

See Pages 22-23

PS

15

0 – 1

5⁄8" x 27⁄16" x 12 ga.

See Pages 24-25

PS

20

0 – 1

5⁄8" x 15⁄8" x 12 ga.

See Pages 26-29

PS

50

0 – 1

5⁄8" x 13⁄16" x 14 ga.

See Pages 36-37

PS

52

0 – 1

5⁄8" x 13⁄16" x 12 ga.

See Pages 38-39

PS

56

0 – 1

5⁄8" x 13⁄16" x 16 ga.

See Pages 40-41

PS

40

0 – 1

5⁄8" x 1" x 12 ga.

See Pages 34-35

PS

30

0 – 1

5⁄8" x 13⁄8" x 12 ga.

See Pages 32 -33

PS

21

0 – 1

5⁄8" x 15⁄8" x 14 ga.

See Pages 30-31

PS

60

0J

– 13⁄16" x 13⁄16" x 19 ga.

See Junior Channel Page 96

PS

70

0J

– 13⁄16" x 13⁄32" x 19 ga.

See Junior Channel Page 97

Channel NutSize-Thread

Allowable

Gauge ChannelPull-Out

Strength (Lbs.)Resistance

to Slip (Lbs.)TorqueFt.-Lbs.

3⁄4"-1012 Gauge

PS 100PS 150PS 200PS 300

2,5001,700

*1255⁄8"-11

2,5001,500

*1001⁄2"-13

2,0001,500

505⁄16"-14

1,4001,000

353⁄8"-16

1,000800

195⁄16"-18

800500

111⁄4"-20

600300

61⁄2"-13

12 Gauge

PS 400PS 520

1,5001,500

503⁄8"-16

1,000800

195⁄16"-18

800500

111⁄4"-20

600300

61⁄2"-13

14 Gauge

PS 210PS 500

1,4001,000

503⁄8"-16

1,000750

195⁄16"-18

800400

111⁄4"-20

600300

61⁄2"-13

16 Gauge

PS 560

1,0001,000

503⁄8"-16

1,000750

195⁄16"-18

800400

111⁄4"-20

600300

6

* May require 3⁄8" or 1⁄2 thick fitting.

Nut design loads include a minim

um safety factor of 3.

Note: Refer to the Channel Nut Selection Chart on page 44 for the part number

Maxim

um

Allow

able P

ull-O

ut a

nd S

lip Loa

ds

Channel

Channel w

ith Holes (H

)

Channel w

ith Elongated Holes (EH

)

Channel w

ith Slots (S)

Channel w

ith Holes on Three Sides (H

3)

Channel w

ith Slotted Back (SB

)

Channel w

ith Knockouts (K

O6) 1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

6"

7⁄8" Dia. K

nockouts

3"

1 5⁄8"

3⁄4"

41⁄2"

7⁄8" x 3 1⁄2" Slot

Available With These Select Channel Types:

PS 100

PS 150

PS 150 2T3

PS 200

PS 200 2T3

PS 210

PS 300

PS 300 2T3

PS 400

PS 500

PS 500 2T3

PS 520

PS 560


PS 100

PS 150

PS 150 2T3

PS 200

PS 200 2T3

PS 210

PS 300

PS 300 2T3

PS 400

PS 500

PS 500 2T3

PS 520

PS 560


PS 100

PS 150

PS 150 2T3

PS 200

PS 200 2T3

PS 210

PS 300

PS 300 2T3

PS 400

PS 500

PS 500 2T3

PS 520

PS 560


PS 100

PS 150

PS 150 2T3

PS 200

PS 200 2T3

PS 210

PS 300

PS 300 2T3

PS 400

PS 500

PS 500 2T3

PS 520

PS 560


PS 100

PS 150

PS 150 2T3

PS 200

PS 200 2T3

PS 210

PS 300

PS 300 2T3

PS 400

PS 500

PS 500 2T3

PS 520

PS 560


PS 100

PS 150

PS 150 2T3

PS 200

PS 200 2T3

PS 210

PS 300

PS 300 2T3

PS 400

PS 500

PS 500 2T3

PS 520

PS 560

®

Weight: 300 lbs./100 ft.




Finish: Plain, Painted Green, or Pregalvanized O

rder By: No., Length and Finish

PS

10

0 H

- Channel w

ith Holes

PS

10

0 E

H – C

hannel with Elongated H

oles

PS

10

0 S

- Channel w

ith SlotsP

S 1

00

K0

6 – C

hannel with K

nockouts

PS

10

0 - Steel C

hannel (15⁄8" x 3

1⁄4" x 12 ga.)

ELEMEN

TS OF SEC

TION

– PS 100

Weight

(lbs./100 ft.)

Area of Section (Inch

2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

3050.897

1.0980.627

1.1070.433

0.5330.695

3 1⁄4"12 G

a.

1 5⁄8"3⁄8"

3⁄8"7⁄8"

9⁄32"X

X

1.750"

1.500"

Y Y

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

1 5⁄8"

6"

7⁄8" Dia. K

nockouts

3"

PS

10

0 2

T3 – Steel C

hannel (15⁄8" x 6

1⁄2" x 12 ga.)

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

6101.793

6.2261.916

1.8640.866

1.0660.695

ELEMEN

TS OF SEC

TION

– PS 100 2T3

6 1⁄2"12 G

a.

1 5⁄8"3⁄8"

3⁄8"7⁄8"

9⁄32"3.250"

Y Y

XX3.250"

Channel

* Bearing load may govern capacity.

For concentrated load at center of span, divide uniform load by 2 and m

ultiply corresponding deflection by 0.8. This load table is based on a solid channel section.Loads include w

eight of channel, which m

ust be deducted.Loads m

ust be multiplied by the applicable unbraced factor from

page 42.For Pierced Channels, reduce beam

load values as follows:

PS-100-EH 15%

PS-100-S

15%

PS-100-H 10%

PS-100-KO6

5%

BEA

M LO

AD

ING

– PS 100



Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)

Uniform Loading at Deflection

Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

245,260

0.035,260

5,2605,260

363,500

0.073,500

3,5003,500

482,630

0.122,630

2,6302,630

602,100

0.182,100

2,1001,920

721,750

0.261,750

1,7501,330

841,500

0.361,500

1,470980

961,310

0.471,310

1,120750

1081,170

0.591,170

890590

1201,050

0.73960

720480

144880

1.06670

500330

168750

1.43490

370240

192660

1.88370

280190

216580

2.35300

220150

240530

2.95240

180120

CO

LUM

N LO

AD

ING

– PS 100

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face (lbs)

Maxim

um Colum

n Load Applied at C.G.

K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

245,650

16,87015,180

12,85010,600

364,690

13,14010,600

7,6505,660

483,560

9,5506,860

4,7903,660

602,730

6,6804,790

3,4502,710

722,160

4,9803,660

2,7102,170

841,760

3,9502,960

2,2401,820

961,500

3,2702,500

1,9301,580

1081,310

2,8002,170

1,6901,390

1201,170

2,4501,930

1,510**

144980

1,9801,580

****

168850

1,6701,340

****

** KL⁄r>200

Column loads are for allow

able axial loads and must be reduced for eccentric loading.

PS

10

0 &

PS

10

0 2

T3 - Load D

ata

** KL⁄r>200



CO

LUM

N LO

AD

ING

– PS 100 2T3

* Load limited by spot w

eld shear. † Bearing load m

ay govern capacity.For concentrated load at center of span, divide uniform

load by 2 and multiply

corresponding deflection by 0.8. Loads include w




page 42.

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

2410,670

39,23038,030

36,21034,240

3610,350

36,45034,240

31,20028,260

489,940

33,22030,200

26,43023,190

609,290

29,95026,430

22,47019,380

728,560

26,88023,190

19,38016,450

847,860

24,14020,520

17,04012,090

967,220

21,79018,370

13,3309,250

1086,600

19,79016,450

10,5307,310

1205,760

18,13013,330

8,530**

1444,390

14,0209,250

****

1683,420

10,3006,800

****

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

246,890 *

0.016,890 *

6,890 *6,890 *

366,890 *

0.026,890 *

6,890 *6,890 *

486,890 *

0.056,890 *

6,890 *6,890 *

606,420

0.106,420

6,4206,420

725,350

0.145,350

5,3505,350

844,590

0.194,590

4,5904,590

964,020

0.254,020

4,0204,020

1083,570

0.323,570

3,5703,360

1203,210

0.393,210

3,2102,720

1442,680

0.572,680

2,6801,890

1682,290

0.772,290

2,0801,390

1922,010

1.012,010

1,5901,060

2161,780

1.271,680

1,260840

2401,610

1.581,360

1,020680

BEA

M LO

AD

ING

– PS 100 2T3

Resistance to Slip – 1,500 lbs. per bolt when 1⁄2" PS NS channel nuts are used.

Pull Out Strength – 2,000 lbs. per bolt when 1⁄2" PS NS channel nuts are used.

6,500 Lbs.3,000 Lbs.

PS100 – Crush Loads

7,500 Lbs.

®







PS

15

0 – Steel C

hannel (15⁄8" x 2

7⁄16" x 12 ga.)

PS

15

0 H

- Channel w

ith Holes

PS

15

0 E

H – C


oles

PS

15

0 S

- Channel w

ith SlotsP

S 1

50

K0

6 – C

hannel with K

nockouts

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

2470.726

0.5220.390

0.8480.334

0.4110.679

ELEMEN

TS OF SEC

TION

– PS 150

2 7⁄16"9⁄32"

1 5⁄8"3⁄8"

3⁄8"7⁄8"

12 Ga.

XX

1.103"

1.336"

Y Y

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

1 5⁄8"

6"

7⁄8" Dia. K

nockouts

3"

PS

15

0 2

T3 – Steel C

hannel (15⁄8" x 4

7⁄8" x 12 ga.)

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

4941.452

2.8051.151

1.3900.669

0.8230.679

ELEMEN

TS OF SEC

TION

– PS 150 2T3

2.437"

2.437"

Y Y

XX

PS

15

0 2

T3 E

H – C


oles


15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

4 7⁄8"

12 Ga.

1 5⁄8"3⁄8"

3⁄8"7⁄8 "

9⁄32"

Channel

BEA

M LO

AD

ING

– PS 150

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

243,270

0.043,270

3,2703,270

362,180

0.092,180

2,1802,180

481,640

0.151,640

1,6401,420

601,310

0.241,310

1,310910

721,090

0.341,090

950630

84940

0.47930

700470

96820

0.61710

530360

108730

0.78560

420280

120650

0.95460

340230

144550

1.39320

240160

168470

1.89230

170120

192410

2.46180

13090

216360

3.07140

11070

240330

3.86110

9060

CO

LUM

N LO

AD

ING

– PS 150

UnbracedHeight (in)

Max.

Allowable

Load at Slot

Face (lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

244,640

13,84012,570

10,8409,190

363,970

11,0509,190

7,0305,370

483,180

8,4206,390

4,6203,630

602,550

6,2504,620

3,4502,780

722,120

4,7903,630

2,7802,260

841,810

3,8903,010

2,3301,910

961,580

3,2902,580

2,0201,650

1081,400

2,8602,260

1,7701,440

1201,270

2,5302,020

1,580**

1441,060

2,0701,650

****

168920

1,7501,380

****


This load table is based on a solid channel section.For concentrated load at center of span, divide uniform








PS-150-EH 15%

PS-150-S

15%

PS-150-H 10%

PS-150-KO6 5%



PS

15

0 &

PS

15

0 2

T3 - Load D

ata

** KL⁄r>200Colum

n loads are for allowable axial loads and m

ust be reduced for eccentric loading.



6,600 Lbs.3,100 Lbs.


7,600 Lbs.

BEA

M LO

AD

ING

– PS 150 2T3

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

245,220 *

0.015,220 *

5,220 *5,220 *

365,220 *

0.045,220 *

5,220 *5,220 *

484,820

0.084,820

4,8204,820

603,860

0.133,860

3,8603,860

723,220

0.193,220

3,2203,220

842,760

0.262,760

2,7602,500

962,410

0.342,410

2,4101,920

1082,140

0.422,140

2,1401,510

1201,930

0.521,930

1,8401,230

1441,610

0.761,610

1,280850

1681,380

1.031,250

940630

1921,210

1.35960

720480

2161,070

1.70760

570380

240960

2.09610

460310

CO

LUM

N LO

AD

ING

– PS 150 2T3

UnbracedHeight

(in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

248,580

31,81030,880

29,52028,100

368,350

29,70028,100

26,00024,070

488,080

27,39025,330

22,91020,940

607,720

25,17022,910

20,51017,170

727,270

23,19020,940

17,17012,700

846,780

21,51018,740

13,4309,330

966,130

20,11015,630

10,2907,150

1085,450

17,75012,700

8,1305,650

1204,800

15,26010,290

6,590**

1443,760

10,8307,150

****

1682,970

7,9505,250

****

*Load limited by spot w

eld shear.For concentrated load at center of span, divide uniform






page 42.

** KL⁄r>200Colum



For Pierced Channels, reduce beam load values as follow

s:PS-150 2T3-EH

15%

®

ELEMEN

TS OF SEC

TION

– PS 200

PS

20

0 – Steel C

hannel (15⁄8" x 1

5⁄8" x 12 ga.)









PS

20

0 H

- Channel w

ith Holes

PS

20

0 E

H – C


oles

PS

20

0 H

3 - C

hannel with H

olesP

S 2

00

K0

6 – C

hannel with K

nockouts

PS

20

0 S

- Channel w

ith SlotsP

S 2

00

SB

– Channel w

ith Slotted Back

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

1890.555

0.1850.202

0.5770.236

0.2900.651

1 5⁄8"3⁄8"

3⁄8"

1 5⁄8"

7⁄8"9⁄32"12 G

a.

.915"

.710"

Y Y

XX

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

1 5⁄8"

6"

7⁄8" Dia. K

nockouts

3"

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

1 5⁄8"

3⁄4"

41⁄2"

7⁄8" x 3 1⁄2" Slot

PS

20

0 2

T3 – Steel C

hannel (15⁄8" x 3

1⁄4" x 12 ga.)

3 1⁄4"

9⁄32"

1 5⁄8"

3⁄8" 3⁄8"

7⁄8"

12 Ga.

Y Y

1.625"

XX1.625"

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

3781.111

0.9280.571

0.9140.471

0.5800.651

ELEMEN

TS OF SEC

TION

– PS 200 2T3

Channel

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

243,550

10,7409,890

8,7707,740

363,190

8,9107,740

6,3905,310

482,770

7,2606,010

4,6903,800

602,380

5,9104,690

3,6302,960

722,080

4,8403,800

2,9602,400

841,860

4,0403,200

2,4801,980

961,670

3,4802,750

2,1101,660

1081,510

3,0502,400

1,810**

1201,380

2,7002,110

****

1441,150

2,1801,660

****

BEA

M LO

AD

ING

– PS 200

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

241,690

0.061,690

1,6901,690

361,130

0.131,130

1,130900

48850

0.22850

760500

60680

0.35650

480320

72560

0.50450

340220

84480

0.68330

250160

96420

0.89250

190130

108380

1.14200

150100

120340

1.40160

12080

144280

2.00110

8060

168240

2.7280

6040

192210

3.5560

50NR

216190

4.5850

40NR

240170

5.6240

NRNR

CO

LUM

N LO

AD

ING

– PS 200



PS

20

0 &

PS

20

0 2

T3 – Load D

ata

** KL⁄r>200Colum




NR - Not Recomm

endedThis load table is based on a solid channel section.For concentrated load at center of span, divide uniform








PS-200-EH 15%

PS-200-S

15%

PS-200-H 10%

PS-200-KO6

5%

PS-200-SB 30%

For Extruded Alum

inum Channels, reduce beam

load values 38%.



6,700 Lbs.3,100 Lbs.


7,700 Lbs.

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

246,430

24,28023,610

22,70021,820

366,290

22,81021,820

20,65019,670

486,160

21,41020,300

18,67016,160

606,000

20,21018,670

15,52012,390

725,620

18,97016,160

12,3908,950

845,170

16,95013,630

9,4706,580

964,690

14,89011,190

7,2505,040

1084,170

12,8508,950

5,7303,980

1203,690

10,9007,250

4,640**

1442,930

7,6305,040

****

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

243,500 *

0.023,500 *

3,500 *3,500 *

363,190

0.073,190

3,1903,190

482,390

0.132,390

2,3902,390

601,910

0.201,910

1,9101,620

721,600

0.281,600

1,6001,130

841,370

0.391,370

1,240830

961,200

0.511,200

950630

1081,060

0.641,000

750500

120960

0.79810

610410

144800

1.14560

420280

168680

1.53410

310210

192600

2.02320

240160

216530

2.54250

190130

240480

3.16200

150100

BEA

M LO

AD

ING

– PS 200 2T3C

OLU

MN

LOA

DIN

G – PS 200 2T3


eld shear.For concentrated load at center of span, divide uniform

load by 2 and multiply cor-

responding deflection by 0.8. This load table is based on a solid channel section.Loads include w




page 42.

** KL⁄r>200




s:

PS 200 2T3 EH 15%

(See PS 200 2T3 EH on page28.)

®

PS

20

0 2

T4 – W

elded Steel Channel (1

5⁄8" x 31⁄4" x 12 ga.)

PS

20

0 2

T5 – W


5⁄8" x 31⁄4" x 12 ga.)

PS

20

0 3

T6 – W


1⁄4" x 31⁄4" x 12 ga.)

PS

20

0 2

T2 – W


5⁄8" x 31⁄4" x 12 ga.)



1 5⁄8"

3 1⁄4"

Y Y

XX

1 5⁄8"

3 1⁄4"

Y Y

XX

1.677"

1.574"

.761".864"

1 5⁄8"

3 1⁄4"

Y Y

XX

.915".710"

3 1⁄4"

3 1⁄4"

12 Ga.

1.896

1.354

1.323"1.927"

XX

Y Y


Allowable M

oment 18,640 In-Lbs


Allowable M

oment 15,950 In-Lbs


Allowable M

oment 18,640 In-Lbs


Allowable M

oment 18,680 In-Lbs

PS

20

0 2

T3 E

H – C


oles


15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

Channel

YY

X

.494"

1.236"

PS

20

0 P

LA – W

elded Steel Channel &

PlateP

S 2

00

PLC

– Welded Steel C

hannel & Plate



Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

249,100 *

0.019,100 *

9,100 *9,100 *

369,100 *

0.059,100 *

9,100 *9,100 *

487,000

0.087,000

7,0007,000

605,600

0.135,600

5,6005,600

724,660

0.194,660

4,6604,660

844,000

0.264,000

4,0003,630

963,500

0.343,500

3,5002,780

1083,110

0.433,110

3,1102,200

1202,800

0.522,800

2,6701,780

1442,330

0.752,330

1,8501,230

1682,000

1.031,810

1,360910

1921,750

1.341,390

1,040690

2161,550

1.691,100

820550

2401,400

2.10890

670440

BEA

M LO

AD

ING

– PS 200 PLC

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

2411,420

36,80033,890

30,44027,600

3610,600

30,84027,600

24,40022,160

489,860

26,40023,560

21,06019,470

609,160

23,37021,060

19,16018,020

728,610

21,31019,470

18,02017,140

848,170

19,89018,410

17,26015,240

967,790

18,89017,670

16,76011,670

1087,460

18,16017,140

13,2809,220

1207,150

17,59016,760

10,7507,470

1445,660

16,84011,670

7,470**

1684,520

12,9908,570

****

CO

LUM

N LO

AD

ING

– PS 200 PLC

Part No.W

eight (lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)PS 200 PLA

3330.739

0.2870.248

0.6230.617

0.2900.914

PS 200 PLC668

1.9654.068

1.6691.439

1.0921.190

0.745

ELEMEN

TS OF SEC

TION

1 3⁄16"1.730"

4"

4 7⁄8"

1 5⁄8"

1.834"

2.437"

Y Y

XX

PS

20

0 P

LC – Load D

ata


eld shear. † Bearing load m

ay govern capacity.For concentrated load at center of span, divide uniform

load by 2 and multiply cor-

responding deflection by 0.8. This load table is based on a solid channel section.Loads include w




page 42.

** KL⁄r>200


able axial loads and must be reduced for eccentric

loading.

®

PS

21

0 – Steel C

hannel (15⁄8" x 1

5⁄8" x 14 ga.)







PS

21

0 H

- Channel w

ith Holes

PS

21

0 E

H – C


oles

PS

21

0 S

- Channel w

ith SlotsP

S 2

10

K0

6 – C

hannel with K

nockouts

ELEMEN

TS OF SEC

TION

– PS 210

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

1420.418

0.1450.162

0.5890.176

0.2170.650

1 5⁄8"3⁄8"

3⁄8"

1 5⁄8"

7⁄8"9⁄32"

14 Ga.

.896"

.729"

Y Y

XX

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

1 5⁄8"

6"

7⁄8" Dia. K

nockouts

3"

PS

21

0 2

T3 – Steel C

hannel (15⁄8" x 3

1⁄4" x 14 ga.)

ELEMEN

TS OF SEC

TION

– PS 210 2T3

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

2840.835

0.7330.451

0.9370.353

0.4340.650

3 1⁄4"

9⁄32"

1 5⁄8"3⁄8"

3⁄8"7⁄8"

14 Ga.

Y Y

1.625"

XX1.625"

Channel



Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

241,350

0.061,350

1,3501,350

36900

0.13900

900700

48680

0.23680

590400

60540

0.36510

380250

72450

0.51350

260180

84390

0.70260

190130

96340

0.92200

150100

108300

1.15160

12080

120270

1.42130

9060

144230

2.0990

7040

168190

2.7560

5030

192170

3.6750

40NR

216150

4.6140

30NR

240140

5.9030

NRNR

BEA

M LO

AD

ING

– PS 210

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

242,800

8,0407,330

6,3605,430

362,410

6,4805,430

4,1903,210

481,940

4,9903,830

2,7602,160

601,550

3,7402,760

2,0501,640

721,290

2,8602,160

1,6401,320

841,100

2,3101,780

1,3701,110

96950

1,9501,520

1,180950

108840

1,6901,320

1,030**

120760

1,4901,180

****

144630

1,210950

****

CO

LUM

N LO

AD

ING

– PS 210

PS

21

0 &

PS

21

0 2

T3 – Load D

ata

** KL⁄r>200




NR - Not Recomm

ended

This load table is based on a solid channel section.


ultiply corresponding deflection by 0.8.

Loads include weight of channel, w

hich must be deducted.

Loads must be m

ultiplied by the applicable unbraced factor from page 42.


s:

PS-210-EH 15%

PS-210-S

15%

PS-210-H 10%

PS-210-KO6 5%



3,500 Lbs.1,700 Lbs.


4,000 Lbs.

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

242,180 *

0.022,180 *

2,180 *2,180 *

362,180 *

0.062,180 *

2,180 *2,180 *

481,890

0.131,890

1,8901,890

601,510

0.201,510

1,5101,280

721,260

0.281,260

1,260890

841,080

0.391,080

980650

96950

0.51950

750500

108840

0.64790

590400

120760

0.79640

480320

144630

1.13440

330220

168540

1.54330

250160

192470

2.00250

190130

216420

2.55200

150100

240380

3.16160

12080

BEA

M LO

AD

ING

– PS 210 2T3

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

245,010

18,25017,700

16,88016,030

364,860

16,99016,030

14,77013,620

484,700

15,61014,380

12,93011,750

604,480

14,28012,930

11,4909,290

724,210

13,10011,750

9,2906,700

843,880

12,09010,220

7,0904,930

963,480

11,1708,390

5,4303,770

1083,060

9,6406,700

4,2902,980

1202,680

8,1705,430

3,480**

1442,090

5,7103,770

****

CO

LUM

N LO

AD

ING

– PS 210 2T3


eld shear.

† Bearing load may govern capacity.


ultiply cor-responding deflection by 0.8. This load table is based on a solid channel section.



Loads must be m


** KL⁄r>200



loading.

®

PS

30

0 – Steel C

hannel (15⁄8" x 1

3⁄8" x 12 ga.)






PS

30

0 H

- Channel w

ith Holes

PS

30

0 E

H – C


oles

PS

30

0 S

- Channel w

ith Slots

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

1700.500

0.1200.153

0.4890.203

0.2500.638

ELEMEN

TS OF SEC

TION

– PS 300

1 3⁄8"

9⁄32"

1 5⁄8"7⁄8"

3⁄8"3⁄8"

12 Ga.

.784"

YY

XX

.591"

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

PS

30

0 2

T3 – Steel C

hannel (15⁄8" x 2

3⁄4" x 12 ga.)

ELEMEN

TS OF SEC

TION

– PS 300 2T3

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

3401.000

0.5910.430

0.7690.407

0.5010.638

2 3⁄4"

1 5⁄8"

12 Ga.

1.375"

1.375"

Y Y

XX

PS

30

0 2

T3 E

H – C


oles


15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

Channel



Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

241,280

0.071,280

1,2801,280

36850

0.15850

850580

48640

0.26640

490330

60510

0.41420

310210

72430

0.59290

220150

84370

0.81210

160110

96320

1.05160

12080

108280

1.30130

10060

120260

1.66100

8050

144210

2.3270

5040

168180

3.1550

4030

192160

4.1840

30NR

216140

5.21NR

NRNR

240130

6.64NR

NRNR

BEA

M LO

AD

ING

– PS 300

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

243,180

9,6908,980

8,0507,210

362,920

8,1607,210

6,1305,240

482,590

6,8205,810

4,7303,860

602,300

5,7404,730

3,6902,990

722,040

4,8503,860

2,9902,270

841,830

4,1003,240

2,400**

961,650

3,5302,770

1,840**

1081,450

3,0802,270

****

1201,250

2,7101,840

****

CO

LUM

N LO

AD

ING

– PS 300

PS

30

0 &

PS

30

0 2

T3 – Load D

ata

** KL⁄r>200




NR - Not Recomm

endedThis load table is based on a solid channel section.For concentrated load at center of span, divide uniform








PS-300-EH 15%

PS-300-S

15%

PS-300-H 10%



6,700 Lbs.3,200 Lbs.


7,700 Lbs.

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

245,740

21,78021,200

20,43019,720

365,620

20,52019,720

18,83017,680

485,520

19,40018,570

16,57014,260

605,330

18,51016,570

13,67010,810

725,030

16,85014,260

10,8107,730

844,630

14,99011,930

8,1805,680

964,190

13,0909,720

6,2604,350

1083,720

11,2307,730

4,950**

1203,300

9,4606,260

4,010**

1442,620

6,5904,350

****

CO

LUM

N LO

AD

ING

– PS 300 2T3

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

242,960 *

0.032,960 *

2,960 *2,960 *

362,400

0.082,400

2,4002,400

481,800

0.151,800

1,8001,610

601,440

0.231,440

1,4401,030

721,200

0.331,200

1,080720

841,030

0.461,030

790530

96900

0.59810

610400

108800

0.75640

480320

120720

0.93520

390260

144600

1.34360

270180

168510

1.81260

200130

192450

2.38200

150100

216400

3.01160

12080

240360

3.72130

100NR

BEA

M LO

AD

ING

– PS 300 2T3


eld shear.






Loads must be m


** KL⁄r>200




s:

PS-300 2T3 EH 15%

®

PS

40

0 – Steel C

hannel (15⁄8" x 1" x 12 ga.)






PS

40

0 H

- Channel w

ith Holes

PS

40

0 E

H – C


oles

PS

40

0 S

- Channel w

ith Slots

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

1440.424

0.0530.092

0.3540.161

0.1980.616

ELEMEN

TS OF SEC

TION

– PS 400

1"

9⁄32"

1 5⁄8"3⁄8 "

3⁄8"7⁄8"

12 Ga.

XX

0.404"

0.596"

Y Y

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

PS

40

0 2

T3 – Steel C

hannel (15⁄8" x 2" x 12 ga.)

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)288

0.8490.255

0.2550.548

0.3220.396

0.616

ELEMEN

TS OF SEC

TION

– PS 400 2T3

2" 9⁄32"

1 5⁄8" 3⁄8"

3⁄8" 7⁄8"

12 Ga.

XX

1" 1"

Y Y

Channel



Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

24770

0.09770

770580

36510

0.20510

390260

48380

0.35290

220150

60310

0.56190

14090

72260

0.80130

10060

84220

1.0890

7050

96190

1.3970

5040

108170

1.7860

4030

120150

2.1550

3020

144130

3.2230

2020

168110

4.32NR

NRNR

192100

5.87NR

NRNR

21690

7.52NR

NRNR

BEA

M LO

AD

ING

– PS 400

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

242,620

8,2807,760

7,1406,580

362,470

7,2106,580

5,3104,030

482,180

6,2004,870

3,2802,280

601,770

4,7603,280

2,100**

721,420

3,4502,280

****

841,150

2,5301,670

****

96**

1,940**

****

CO

LUM

N LO

AD

ING

– PS 400

PS

40

0 &

PS

40

0 2

T3 – Load D

ata

** KL⁄r>200




NR - Not Recomm

ended






Loads must be m



s:

PS-400-EH 15%

PS-400-S

15%

PS-400-H 10%



7,300 Lbs.3,400 Lbs.


8,400 Lbs.

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

242,140 *

0.052,140 *

2,140 *2,140 *

361,420

0.111,420

1,4201,240

481,070

0.201,070

1,040700

60850

0.32850

670450

72710

0.46620

460310

84610

0.63450

340230

96530

0.81350

260170

108470

1.03280

210140

120430

1.29220

170110

144360

1.86150

12080

168310

2.54110

9060

192270

3.3190

70NR

216240

4.1970

NRNR

240210

5.0360

NRNR

BEA

M LO

AD

ING

– PS 400 2T3

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

244,720

18,31017,840

17,30016,760

364,640

17,36016,760

15,26013,610

484,470

16,28014,720

12,46010,170

604,230

14,59012,460

9,6106,980

723,930

12,75010,170

6,9804,840

843,520

10,8807,990

5,1303,560

963,070

9,0506,130

3,920**

1082,690

7,3404,840

3,100**

1202,360

5,9403,920

****

CO

LUM

N LO

AD

ING

– PS 400 2T3


eld shear.






Loads must be m


** KL⁄r>200



loading.

®

PS 5

00

– Steel Channel (1

5⁄8" x 13⁄16" x 14 ga.)



ELEMEN

TS OF SEC

TION

– PS 500




Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

980.290

0.0260.054

0.2980.107

0.1320.609

PS

50

0 H

- Channel w

ith Holes

PS

50

0 E

H – C


oles

PS

50

0 S

- Channel w

ith Slots

7⁄8"

13⁄16"

1 5⁄8"

3⁄8"3⁄8"

1⁄4"

14 Ga.

.333"

.480"

Y Y

XX

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

PS

50

0 2

T3 – Steel C

hannel (15⁄8" x 1

5⁄8" x 14 ga.)

ELEMEN

TS OF SEC

TION

– PS 500 2T3

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

1970.579

0.1170.143

0.4490.214

0.2640.608

1 5⁄8"

7⁄8"1 5⁄8"

3⁄8"3⁄8"

1⁄4"

14 Ga.

.812"

.812"

Y Y

XX

PS

50

0 2

T3 E

H – C


oles


15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

Channel

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

24450

0.11450

420280

36300

0.24250

190130

48230

0.44140

11070

60180

0.6790

7050

72150

0.9660

5030

84130

1.3250

3020

96110

1.6740

3020

108100

2.1630

2010

12090

2.6720

2010

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

241,840

5,6105,210

4,5703,850

361,640

4,6603,850

2,8001,960

481,310

3,4902,480

1,5901,100

601,000

2,4001,590

****

72770

1,6701,100

****

BEA

M LO

AD

ING

– PS 500C

OLU

MN

LOA

DIN

G – PS 500

** KL⁄r>200









Loads must be m



s:

PS-500-EH 15%

PS-500-S

15%

PS-500-H 10%



3,500 Lbs.1,800 Lbs.


4,100 Lbs.



Unbraced Height

Max

Allowable

Load at Slot Face

Max. Colum


K = 0.65K = 0.80

K =1.0K = 1.2

243,240

12,37011,950

11,37010,540

363,120

11,47010,540

9,1607,720

482,940

10,0908,680

6,7704,980

602,680

8,5606,770

4,5903,190

722,310

7,0104,980

3,1902,220

841,950

5,5303,660

2,340**

961,650

4,2502,800

****

1081,410

3,3602,220

****

CO

LUM

N LO

AD

ING

– PS 500 2T3

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

241,090 *

0.061,090 *

1,090 *1,090 *

36800

0.14800

800570

48600

0.25600

480320

60480

0.39410

310200

72400

0.57280

210140

84340

0.76210

160100

96300

1.00160

12080

108270

1.29130

9060

120240

1.57100

8050

BEA

M LO

AD

ING

– PS 500 2T3


eld shear.






Loads must be m


** KL⁄r>200



loading.


s:

PS-500 2T3 EH 15%

PS 5

00

& P

S 5

00

2T3

– Load Data

®

PS

52

0 – Steel C

hannel (15⁄8" x 13⁄16" x 12 ga.)






PS

52

0 H

- Channel w

ith Holes

PS

52

0 E

H – C


oles

PS

52

0 S

- Channel w

ith Slots

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

1310.384

0.0310.064

0.2830.138

0.1700.599

ELEMEN

TS OF SEC

TION

– PS 520

7⁄8"

13⁄16"

1 5⁄8"

3⁄8" 3⁄8"

9⁄32"

12 Ga.

.321"

.492"

Y Y

XX

1 5⁄8"

13⁄16"1 7⁄8"(typ.) 9⁄16" D

ia. Holes

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

PS

52

0 2

T3 – Steel C

hannel (15⁄8" x 1

5⁄8" x 12 ga.)

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

2620.770

0.1460.180

0.4360.277

0.3400.599

ELEMEN

TS OF SEC

TION

– PS 520 2T3

1 5⁄8"

7⁄8"1 5⁄8"

3⁄8"3⁄8"

9⁄32"

12 Ga.

.812"

.812"

Y Y

XX

Channel






Loads must be m



s:

PS-520-EH 15%

PS-520-H

10%

PS-520-S 15%

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

24540

0.11540

510340

36360

0.24300

220150

48270

0.43170

13080

60220

0.68110

8050

72180

0.9670

6040

84150

1.2760

4030

96130

1.6540

3020

108120

2.1630

2020

120110

2.7230

20NR

14490

3.8420

NRNR

16880

5.43NR

NRNR

19270

7.09NR

NRNR

BEA

M LO

AD

ING

– PS 520

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

242,250

7,4806,800

5,8204,810

361,980

5,9504,810

3,3802,350

481,580

4,3102,970

1,900**

601,210

2,8801,900

****

72**

2,000**

****

CO

LUM

N LO

AD

ING

– PS 520



7,300 Lbs.3,400 Lbs.


8,400 Lbs.

** KL⁄r>200





Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

241,510

0.061,510

1,5101,510

361,010

0.141,010

1,010710

48760

0.25760

600400

60610

0.40510

380260

72500

0.56360

270180

84430

0.77260

200130

96380

1.01200

150100

108340

1.29160

12080

120300

1.56130

10060

144250

2.2590

7040

168220

3.1470

50NR

192190

4.0550

NRNR

216170

5.16NR

NRNR

240150

6.24NR

NRNR

BEA

M LO

AD

ING

– PS 520 2T3

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

244,140

16,49015,980

14,97013,810

363,980

15,10013,810

11,9109,940

483,730

13,19011,260

8,6506,270

603,390

11,0908,650

5,7804,010

722,950

8,9706,270

4,0102,790

842,510

6,9804,610

2,950**

962,130

5,3403,530

****

1081,820

4,2202,790

****

120**

3,420**

****

CO

LUM

N LO

AD

ING

– PS 520 2T3






Loads must be m



s:

** KL⁄r>200



PS

52

0 – Steel C

hannel (15⁄8" x 13⁄16" x 12 ga.)

®

PS 5

60


5⁄8" x 13⁄16" x 16 ga.)





PS

56

0 E

H – C


olesP

S 5

60

S - C

hannel with Slots

ELEMEN

TS OF SEC

TION

– PS 560

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

830.244

0.0230.049

0.3060.092

0.1130.613

13⁄16"

1 5⁄8"3⁄8 "

3⁄8"7⁄8"1⁄4"

16 Ga.

.343"2

1

.470"

15⁄8"

5⁄8"2"

9⁄16" x 11⁄8" D

ia. Holes

1 5⁄8"

1⁄2"4"

13⁄32" x 3" Slot

PS

56

0 2

T3 – Steel C

hannel (15⁄8" x 1

5⁄8" x 16 ga.)

Weight

(lbs./100 ft.)


2)

X-X AxisY-Y Axis

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

Mom

ent of Inertia

(Inch4)

Section M

odulus (Inch

3)

Radius of Gyration

(Inch)

1660.478

0.1040.128

0.4620.183

0.2250.613

ELEMEN

TS OF SEC

TION

– PS 560 2T3

1 5⁄8"

7⁄8"1 5⁄8"

3⁄8"3⁄8"

9⁄32"

16 Ga.

.812"

.812"

Y Y

XX

Channel

Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

24410

0.11410

370250

36270

0.24220

170110

48200

0.43120

9060

60160

0.6780

6040

72140

1.0160

4030

84120

1.3840

3020

96100

1.7230

2020

10890

2.2020

2010

12080

2.6820

1010

BEA

M LO

AD

ING

– PS 560

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

241,630

4,6704,290

3,7803,310

361,450

3,8403,310

2,4601,730

481,160

3,0302,190

1,400970

60870

2,1201,400

900**

72670

1,470970

****

CO

LUM

N LO

AD

ING

– PS 560



3,000 Lbs.2,600 Lbs.

1,200 Lbs.


** KL⁄r>200









Loads must be m



s:

PS-520-EH 15%

PS-520-S

15%



Span (in)

Max

Allowable

Uniform

Load (lb)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

24810 *

0.05810 *

810 *810 *

36710

0.14710

710500

48540

0.25540

430280

60430

0.40360

270180

72360

0.57250

190130

84310

0.78190

14090

96270

1.02140

11070

108240

1.29110

8060

120210

1.5490

7050

144180

2.2960

5030

BEA

M LO

AD

ING

– PS 560 2T3

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

242,830

10,39010,000

9,4708,960

362,740

9,5308,960

7,8706,700

482,590

8,6207,480

5,9104,440

602,340

7,3805,910

4,0902,840

722,020

6,1104,440

2,8401,970

841,700

4,8803,260

2,090**

961,440

3,7802,500

****

1081,230

2,9901,970

****

CO

LUM

N LO

AD

ING

– PS 560 2T3


eld shear.






Loads must be m


** KL⁄r>200



PS 5

60


5⁄8" x 13⁄16" x 16 ga.)

®

PS

61

53

- Strut Safety End Cap

PS

61

52

– Decorative End C

ap

(For OSHA Req'd End of Hand Rail)

PS

90

50

– Green Touch-up

Spray Paint

Finish: Electro-galvanized Use W

ith: PS-200, PS-210

Part No.Use W

ithW

t./100 pcs.

PS-6153-1PS-100, PS200 2T3

5.0

PS-6153-2PS-200,PS-210

2.8

PS-6153-3PS-300

2.5

PS-6153-5PS-500, PS-520,

PS5602.0

Weight: 10 lbs./100 pcs.

Weight: 253 lbs./100 boxes

Aerosol can may be subject

to shipping restrictions

Material: Red Colored PVC

Lateral Bracing FactorsSpan

Single ChannelFt.

InPS 100

PS 150PS 200

PS 210PS 300

PS 400PS 500

PS 520PS 560

224

0.980.99

1.001.00

1.001.00

1.001.00

1.003

360.85

0.890.94

0.890.96

1.000.98

1.000.94

448

0.700.77

0.880.78

0.910.98

0.941.00

0.885

600.55

0.670.82

0.680.88

0.960.91

1.000.83

672

0.440.58

0.780.59

0.840.94

0.890.98

0.797

840.38

0.510.75

0.520.82

0.920.86

0.970.75

896

0.330.46

0.710.47

0.790.91

0.840.96

0.729

1080.30

0.420.69

0.430.77

0.890.82

0.950.69

10120

0.280.40

0.660.40

0.750.87

0.800.93

0.6612

1440.24

0.360.61

0.360.70

0.840.76

0.910.60

14168

0.220.32

0.550.32

0.660.81

0.730.89

0.5516

1920.21

0.300.51

0.300.62

0.780.69

0.860.50

18216

0.190.28

0.470.28

0.580.75

0.650.84

0.4720

2400.18

0.260.44

0.260.54

0.720.61

0.810.43

Latera

l Bra

cing Loa

d R

eduction

Charts

Lateral Bracing FactorsSpan

Double ChannelFt.

InPS 100 2T3

PS 150 2T3PS 200 2T3

PS 210 2T3PS 300 2T3

PS 400 2T3PS 500 2T3

PS 520 2T3PS 560 2T3

224

1.001.00

1.001.00

1.001.00

1.001.00

1.003

361.00

1.001.00

1.001.00

1.001.00

1.001.00

448

0.970.98

1.000.98

1.001.00

1.001.00

0.985

600.90

0.930.97

0.930.98

1.000.96

1.000.93

672

0.830.87

0.930.87

0.950.97

0.920.97

0.887

840.76

0.810.89

0.820.92

0.950.89

0.950.83

896

0.680.76

0.850.76

0.880.92

0.850.92

0.799

1080.61

0.700.81

0.700.85

0.900.81

0.900.74

10120

0.540.64

0.780.65

0.820.87

0.780.87

0.6912

1440.43

0.530.70

0.540.76

0.820.71

0.830.60

14168

0.350.45

0.630.45

0.700.77

0.640.78

0.5116

1920.30

0.390.56

0.390.64

0.720.57

0.730.44

18216

0.270.34

0.490.34

0.580.67

0.500.68

0.3920

2400.24

0.300.44

0.310.52

0.620.45

0.630.35

FASTEN

ERS

FASTEN

ERS4

3

Power-Stru

t Cla

mpin

g Nu

ts are co

ld

form

ed, w

ith tw

o gro

oves, each

with

six sh

arp

teeth a

nd th

en ca

se ha

rden

ed.

Th

ese sha

rp h

ard

ened

teeth b

ite into

th

e intu

rned

edges o

f the Pow

er-Strut

cha

nn

el form

ing a

stron

g vise-like co

nn

ection

giving grea

ter strength

an

d

resistan

ce to slip

pa

ge.

MATER

IAL:

Channel clam

ping nuts meet A

STM A

576 GR1015M

, and are case hardened. H

ex head bolts meet SA

E J429 GR 2. Square and hex nuts

meet A

STM A

563 GR A

.

SCR

EW TH

REA

DS D

ATA

: A

ll Power-Strut nuts and bolts are m

anufactured to meet the U

nified Screw

Threads standard, AN

SI B1.1, Coarse Series U

NC

, class 2. C

ontinuous Threaded Rod: Meets A

STM A

-510.

STA

ND

AR

D FIN

ISH

: A

ll fasteners have an electro-galvanized finish.

REC

OM

MEN

DED

BO

LT TOR

QU

E:

Bolt Size1⁄4"–20

5⁄16"–183⁄8"–16

1⁄2"–135⁄8"–11

3⁄4"–10

Rec. Torque Ft/Lbs

611

1950

100125

Max. Torque

Ft/Lbs7

1525

70125

135

®

PS LS

PS SS

PS RS

PS NS

PS NS S

PS 517

PS TG

PS 3281

PS 3500

PS M

L

PS KW

PS 100 1

5⁄8 x 31⁄4 x 12 ga.

PS 150 1

5⁄8 x 27⁄16 x 12 ga.

PS 200 1

5⁄8 x 15⁄8 x 12 ga.

PS 210 1

5⁄8 x 15⁄8 x 14 ga.

PS 300 1

5⁄8 x 13⁄8 x 12 ga.

PS 400 1

5⁄8 x 1 x 12 ga.

PS 500 1

5⁄8 x 13⁄16 x 14 ga.

*

PS 520 1

5⁄8 x 13⁄16 x 12 ga.

*

PS 560 1

5⁄8 x 13⁄16 x 16 ga.

*Indicates N

uts To Be U

sed With T

he Channel

3⁄8" or smaller

Channel N

ut Selection C

hart

Channel

Nuts*

Fasteners

PS

60

24

– Hex H

ead Cap Screw

PS

60

72

– Round H

ead Machine Screw

PS

61

08

– Square Nut

PS

60

75

– Slotted Hex H

ead Machine Screw

PS

83

– Hexagon N

ut

PS

20

9 – Flat W

asher

PS

61

12

- Oversize Square N

ut

SizeW

t./100 pcs

1⁄4 x 3⁄4"1.5

1⁄4 x 1"1.8

1⁄4 x 11⁄4"

2.11⁄4 x 1

1⁄2"2.4

3⁄8 x 3⁄4"3.6

3⁄8 x 1"4.2

3⁄8 x 11⁄4"

4.93⁄8 x 1

1⁄2"5.6

3⁄8 x 2"7.2

1⁄2 x 3⁄4"8.1

1⁄2 x 1"9.2

1⁄2 x 11⁄4"

10.41⁄2 x 1

1⁄2"11.6

1⁄2 x 13⁄4"

13.01⁄2 x 2"

14.4

SizeW

t./100 pcs

1⁄4 x 3⁄4"1.7

5⁄16 x 1"2.6

5⁄16 x 11⁄4"

3.0

5⁄16 x 11⁄2"

3.4

3⁄8 x 11⁄4"

5.3

SizeW

t./100 pcs

1⁄4 x 3⁄4"1.3

1⁄4 x 1"1.6

1⁄4 x 11⁄4"

1.9

3⁄8 x 1"4.4

3⁄8 x 11⁄4"

5.0

3⁄8 x 11⁄2"

5.6

SizeW

t./100 pcs

1⁄4"0.7

3⁄8"1.6

1⁄2"3.8

5⁄8"7.3

3⁄4"11.9

SizeW

t./100 pcs

1⁄4".9

5⁄16"1.6

3⁄8"2.6

1⁄2"5.8

Size Pcs.

OutsideDiam

eterW

t./100 pcs

1⁄4"3⁄4"

0.7

3⁄81"

1.5

1⁄2"1

3⁄8"3.9

5⁄8"1

3⁄4"7.7

3⁄4"2"

11

SizeW

t./100 pcs

1⁄4"-2013

3⁄8"-1614

1⁄2"-1314

5⁄8"-1112

3⁄4"-1611

7⁄8"-1110

11⁄4" Finish: Electro-galvanized O

rder By: No., Size and Finish

PS

60

64

– Square Head C

one Point Set Screw

Hanger rod stiffener assembly for 3⁄8" thru 5⁄8" threaded rod.

SizeW

t./100 pcs

3⁄8 x 11⁄2"

4.5

3⁄8 x 2"6.1

1⁄2 x 11⁄2"

8.5

1⁄2 x 2"11.4

®

PS

23

0 – Fender W

asherP

S 2

11

– Lock Washer

PS

14

6 – C

ontinuous Thread Rod

PS

13

5 – R

od Coupling

PS

51

7 – C

hannel Nut w

ith Stud

Size W

t./100 pcs

1⁄4"3.3

3⁄8"3.0

1⁄2"2.8

SizeW

t./ 100 pcs

1⁄4"0.3

3⁄8"0.7

1⁄2"1.5

Load Information: See the technical data section, page 158

Rod Size

Max Load lbs.

Wt./ 100 pcs.

1⁄4"240

23⁄8"

6109

1⁄2"1,130

105⁄8"

1,81018

3⁄4"2,710

28

Use With: PS 200, PS 210 and

PS 300 channel.

SizeW

t./100 pcs

1⁄4" x 1"8.1

1⁄4" x 11⁄4"

8.31⁄4" x 1

1⁄2"8.6

1⁄4" x 2"9.1

3⁄8" x 1"13.0

3⁄8" x 11⁄4"

14.03⁄8" x 1

1⁄2"14.0

3⁄8" x 2"15.0

1⁄2" x 1"15.0

1⁄2" x 11⁄4"

16.01⁄2" x 1

1⁄2"17.0

1⁄2" x 2"19.0

Rod Size

Wt./100 pcs.

6'Lengths

10'Lengths

12'Lengths

1⁄4"73

121146

3⁄8"175

292350

1⁄2"319

531638

5⁄8"504

8401,008

3⁄4"740

1,2341,480

Finish: Electro-galvanized Order By: N

o., Size and Finish

PS

23

1 – Slot A

dapter

SizeW

t./100 pcs

1⁄4"1.0

3⁄8"1.5

Finish: Plain or Electro-galvanized

Standard Length: 6' or 10'; Other lengths available

Low Carbon Steel

Fy = 32,000 psi minim

um

Ft = 52,000 psi minim

um

PS

32

81

– Double C

onveyor Adjusting N

ut

SizeThreads

Wt./100 pcs

3⁄8"16

17.5

Use With: All 1

5⁄8" channel.

Fasteners

PS

LS – C

lamping N

ut with Long Spring

PS

RS

– Clam

ping Nut w

ith Long Spring

PS

SS

– Clam

ping Nut w

ith Short Spring

PS

NS

– Clam

ping Nut w

ithout Spring

PS

NS

S – Shallow

Clam

ping Nut w

ithout Spring

Use With: PS 100 and PS 150 Channel.

SizeThreads

Wt./100 pcs

1⁄4"20

7.53⁄8"

1610.2

1⁄2"13

12.35⁄8"

1115.8

3⁄4"10

14.1

Use With: PS 400, PS 500, PS 520, and PS 560 channel.

*PS SS 1⁄2" and PS SS 5⁄8" nuts have 3⁄8" body thickness.

SizeThreads

Wt./100 pcs

#8-3232

7.0

#10-2424

7.0

#10-3232

7.01⁄4"

206.9

5⁄16"18

6.73⁄8"

169.6

1⁄2"13*

8.85⁄8"

11*11.5

3⁄4"10*

10.0

Use With: PS 100, PS 150, PS 200, PS 210 and PS 300 channel.

*Can be used with PS 400, PS 500, PS 520 and PS 560 channel.

SizeThreads

Wt./100 pcs

#8-3232*

8.0

#10-326.6

#10-2424*

6.71⁄4"

20*6.6

5⁄16"18*

6.43⁄8"

16*9.3

1⁄2"13

11.4

SizeThreads

Wt./100 pcs

5⁄8"11

15.23⁄4"

1013.0

7⁄8"9

14.0

Use With: PS 200, PS 210 and PS 300 Channel.

SizeThreads

Wt./100 pcs

5⁄8"11

15.53⁄4"

1013.8

7⁄8"9

14.3

SizeThreads

Wt./100 pcs

#8-3232

7.0

#10-2424

7.2

#10-3232

7.21⁄4"

207.1

5⁄16"18

7.03⁄8"

169.9

1⁄2"13

11.9

Use With: PS 500, PS 520, and PS 560 channel.

SizeThreads

Wt./100 pcs

1⁄2"13

6.9

5⁄8"11

9.7

3⁄4"10

8.4


o., Size and Finish

PS

ML

– Missing Link M

ulti-Purpose Strut Fastener

Use With: Any slotted channel.

SizeThreads

Wt./100 pcs

1⁄2"13

6.9

5⁄8"11

9.7

3⁄4"10

8.4

PS

TG – Top G

rip™ N

utPart No.Size

ThreadsW

t./100 pcs

PSTG 1⁄4 1⁄4"

207

PSTG 3⁄83⁄8"

1610

PSTG 1⁄2*1⁄2"

138

Use With: All 1

5⁄8" Channel.

*PS TG 1⁄2" nut has a 3⁄8" body thickness

®

PS

20

2 – Eyelet

PS

20

5 – Eyelet w

ith Stud

PS

20

4 – Linked Eyelets

PS

20

3 – Linked Eyelet w

ith Stud

Rod Size

AStock Dia.

Max. Load

lbs.W

t.100 pcs

3⁄8"1

3⁄4"3⁄8"

61015

1⁄2"18

Rod Size

AStock Dia.

Max. Load

lbs.W

t./100 pcs

3⁄8"1

7⁄16"3⁄8"

61023

1⁄2"1

3⁄8"32

Thread Size

AStock Dia.

Max. Load

lbs.W

t./100 pcs

3⁄8"1

13⁄16"3⁄8"

61016

1⁄2"1

3⁄4"20

Rod Size

AStock Dia.

Max. Load

lbs.W

t./100 pcs

3⁄8"1

7⁄16"3⁄8"

61027

1⁄2"1

3⁄8"45

A

A

1"

A A

1" A A


o., Size and Finish

PS

35

00

3⁄8" - 5⁄8" – Seismic R

od Stiffener

Part No.W

t./100 pcs

PS 3500 3⁄8"–5⁄8"

16

PS

KW

– Kw

ik Washer™

1

2

SizeLoad Lbs

Wt./100 pcs

1⁄4"250

1.2

3⁄8"610

2.6

1⁄2"1,130

9.3Use W

ith: Any channel.

PS 3500

THR

EADED

RO

D

PS 200 RO

D

STIFFENER

PS 3500 HAN

GER

RO

D

For 3⁄8" thru 5⁄8" Rods

STIFFENER

ASSEMBLY

FITTING

SFITTIN

GS4

9

Power–Stru

t ha

s a w

ide va

riety of fi

ttings to

meet a

ll of yo

ur

applica

tion

requ

iremen

ts

MATER

IAL:

All Pow

er-Strut fittings are formed in punch press dies from

mild, pickled

and oiled, bar or strip steel. Plain or electro-galvanized fittings meet the

requirements for A

STM A

575 and A-576, or A

STM A

-36.

STA

ND

AR

D D

IMEN

SIO

NS:

Standard dimensions on all fittings are as follow

s except where otherw

ise indicated:

Fitting Thickness:

1⁄4"

Fitting Width:

15⁄8"

H

ole Diam

eter: 9⁄16"

H

ole Spacing: 1

7⁄8" on centers and 13⁄16" from ends.

STA

ND

AR

D FIN

ISH

: A

ll Power-Strut fittings are available in painted green or

electro-galvanized finish.

OR

DER

ING

INFO

RM

ATIO

N:


ber. See pages 8-9 for finish abbreviations and an exam

ple.

SET S

CR

EW TO

RQ

UE:

BO

LT SIZE1⁄4"-20

5⁄16"-183⁄8"-16

1⁄2"-135⁄8"-11

3⁄4"-10

Set Screw

Torque In/Lbs

4060

125250

400665

No

te: Cau

tion

sho

uld

be taken

no

t to o

vertigh

ten th

e set screw

®

PS

88

8 – Four-H

ole Splice Plate

PS

88

9 – Five-H

ole Splice PlateP

S 7

18

– Flat Angle Plate

PS

71

9 – Flat A

ngle Plate

PS

60

1 – Tw

o-Hole Splice Plate

PS

61

9 – Square W

asher

PS

25

04

– Guided Square W

asherP

S 6

02

– Three-Hole Splice Plate

PS

61

8 – Tw

o-Hole Sw

ivel PlateP

S 6

17

– Three-Hole Sw

ivel Plate

Rod Size

Hole Size

Wt./100 pcs

1⁄4"11⁄32"

183⁄8"

7⁄16"18

1⁄2"9⁄16"

175⁄8"

11⁄16"16

3⁄4"13⁄16"

15Note: Indicate rod size w

hen ordering. For exam

ple, PS 619 1⁄2.

Rod Size

Hole Size

Wt./100 pcs

1⁄4"11⁄32"

183⁄8"

7⁄16"18

1⁄2"9⁄16"

17

Note: Indicate rod size when ordering.

For example, PS 2504 1⁄2.

Weight/100 pcs: 38 lbs.








15⁄8"1

5⁄8"

31⁄2"

53⁄8"

51⁄4"

35⁄8"

71⁄8"

35⁄8"

71⁄4"

91⁄8"

31⁄2"

31⁄2"

53⁄8"

31⁄2"

Finish: Painted Green or Electro-galvanized O


PS

62

0 – Tw

o-Hole C

onnecting PlateP

S 6

21

– Four-Hole C

onnecting Plate



PS

74

4 – Flat C

orner Connector

PS

71

4 – Tee Plate

PS

71

2 – C

ross Plate




15⁄8"

31⁄4"

31⁄2"

31⁄4"

15⁄8"

53⁄8"

31⁄2"

5 3⁄8"

5 3⁄8"3

1⁄2"

31⁄2"

PS

75

0 – Four-H

ole Corner

Connector

PS

21

90

– Flat Corner C

onnector



53⁄8"

53⁄8"

53⁄8"

31⁄2"

PS

92

5 – Three-H

ole Joint C

onnectorWeight/100 pcs: 70 lbs.

31⁄2"

31⁄2"

PS

74

7 – Sym

metrical Four-H

ole C

onnector


53⁄8"

31⁄2"

PS

21

12

– Cross C

onnectorP

S 8

54

– Flat Connector

PS

82

2 – D

ouble 45° Connector




53⁄8"

53⁄8"

53⁄8"

91⁄8"

41⁄2"2

7⁄8"

15⁄8"



Fittings

®

PS

92

1 – O

ne-Hole A

ngleP

S 6

03

– Two-H

ole End Angle

Part No.

LW

t./100 pcs

PS 921 A3

7⁄8"61

PS 921 B5

7⁄8"84

PS 921 C7

7⁄8"107

PS 921 D9

7⁄8"130

PS

25

20

– Slotted 90˚ Angle

PS

80

6 – Self-A

ligning Two-H

ole A

ngle

PS

60

4 – Tw

o-Hole C

orner Angle

PS

21

44

– Corner A

ngleP

S 7

63

– Slotted Adjustm

ent Angle

PS

76

4 – Slotted A

djustment A

ngle


AW

t./100 pcs

3"49

31⁄2"

54

4"61





L

17⁄8"

17⁄8"

2"1

5⁄8"

21⁄4"

17⁄8"

A2

1⁄2" 2

1⁄2" 47⁄8"

17⁄8"

21⁄2"

41⁄2" 6

7⁄8"

17⁄8"

21⁄8"

21⁄8"

25⁄8"

2"

15⁄16"

11⁄2"

21⁄4" 3

1⁄2"

PS

60

5 – Three-H

ole Corner A

ngleP

S 2

54

5 – Slotted 90˚ A

ngle



25⁄8"

1 5⁄8"

15⁄16"

11⁄2"




41⁄8"

17⁄16"

15⁄8"

PS

60

6 – Three-H

ole Corner A

ngleP

S 7

45

– Three-Hole C

orner Angle

PS

60

7 – Four-H

ole Corner A

ngle

PS

30

49

– Two-H

ole Slotted 90˚ A

ngle





37⁄8"

17⁄8"

37⁄8"

11⁄2"

15⁄16"

25⁄8"

41⁄8" 3

1⁄2"

17⁄16"

31⁄2"

31⁄2"

2"

PS

71

6 R

OR L

– Angle Tee Plate

PS

72

0 R

OR L

– Angle Plate

Connector

PS

61

5 – Five-H

ole Joint Angle

Connector

PS

61

4 – Four-H

ole Joint Angle

Connector

PS

33

73

– Universal C

orner C

onnectorP

S 6

60

– Four-Hole C

orner Angle







Note: Specify R (Right) or L (Left) Right Hand Illustrated

37⁄8" 3

13⁄16"

11⁄2"

13⁄16"4"

7⁄8"

19⁄16"

4"

31⁄2"

21⁄4"

31⁄2"

41⁄8"

31⁄2"

31⁄2"

31⁄4"

15⁄8"

17⁄8"

2"

PS

71

3 – C

ross Plate Angle


2"

53⁄8"

31⁄2"

PS

71

5 – Tee Plate 90˚ A

ngle

Weight/100 pcs: 71 lbs. 2"

47⁄8"

15⁄8"




Fittings

®

41⁄8"

17⁄16"

15⁄8"

31⁄2"

41⁄8"

15⁄8"1

7⁄16"

53⁄8"

PS

92

7 – Five-H

ole Corner

ConnectorW

eight/100 pcs: 154 lbs.

PS

68

9A

, PS

68

9B

– D

ouble-Slotted Corner C

onnector

Part No.

A B

Wt./100 pcs

PS 689 A6

5⁄8"4"

190PS 689 B

85⁄8"

6"242

17⁄8"

33⁄4"

A1

1⁄2"B

PS

75

2 R

OR L

– Four-Hole C

orner C


PS

62

2 – Four-H

ole Corner

ConnectorW


15⁄8"

31⁄4"

15⁄8"

21⁄4"

PS

20

07

R O

R L – Six-H

ole Corner

Connector


13⁄16"

53⁄8"

31⁄2"

17⁄16" 4

1⁄8"

PS

33

26

R O

R L – Six-H

ole G

ussetted Corner C

onnector


13⁄16"

53⁄8"

31⁄2"

17⁄16" 4

1⁄8"

Continuous

Weld

PS

74

6 – Three-H

ole Corner Joint

ConnectorW

eight/100 pcs: 70 lbs. 31⁄2"

21⁄4"

15⁄8"

PS

74

8 – Four-H

ole Corner Joint

Connector


15⁄8"

41⁄8"

31⁄2"

PS

62

4 – Tw

o-Hole C

losed Angle

ConnectorW


"B"In.

"A"Angle

3"37

1⁄2°

31⁄8"

45°

31⁄16"

521⁄2°

31⁄8"

60°

31⁄8"

671⁄2°

33⁄16"

75°

33⁄16"

821⁄2°

B

21⁄2"

A

PS

21

13

– Slotted Corner

ConnectorW


21⁄2"

1⁄2"

31⁄2"

31⁄2"

21⁄4"

1⁄2"




PS

92

6 – Strut B

race

17⁄8"

17⁄8"

A

A Size

Wt./100 pcs

12"160

18"218

24"280



A

B

31⁄2"

PS

63

3 – Tw

o-Hole O

pen Angle

ConnectorW


"A" Degree

"B" In.

"C" In.

821⁄2°

39⁄16"

111⁄16"

75°3

9⁄16"

671⁄2°

31⁄2"

13⁄4"

60°3

3⁄8"1

7⁄8"

521⁄2°

31⁄4"

21⁄16"

45°3"

25⁄16"

371⁄2°

211⁄16"

25⁄8"

30°3

1⁄4"

21⁄16"

221⁄2°

35⁄16"

15°3

5⁄16"

71⁄2°

35⁄16"

11⁄16"

11⁄16"

A

B

C

PS

78

1 – Four-H

ole Open A

ngle C

onnector


"A"Angle

"B"In.

71⁄2°

33⁄4"

15°

221⁄2°

30°

311⁄16"

371⁄2°

45°

521⁄2°

60°

671⁄2°

35⁄8"

75°

821⁄2°

PS

79

3 – Four-H

ole Closed A

ngle C

onnector


"A" Angle

"B" In.

371⁄2°

47⁄8"

45°-4

15⁄16"52

1⁄2°

60°5"

671⁄2°

51⁄16"

75°

821⁄2°

PS

94

00

– Adjustable B

race



PS

94

01

– Double A

djustable Brace

A

B

43⁄8"

53⁄8"

33⁄4"

13⁄16"1

1⁄16"

57⁄8"

17⁄8"

13⁄16"

13⁄16"30

17⁄8"

PS

20

54

– Corner C

onnector

Use With: PS 200, PS 210

17⁄8"

31⁄2"

31⁄2"

17⁄8"


PS

81

0 – D

iagonal Tube Brace

Part No.

A Size

Wt./100 pcs

PS 810 363'–0"

205

PS 810 423'–6"

237

PS 810 484'–0"

270

Note: 30° to 60° angle betw

een the brace and channel is recom

mended for m

aximum

effect.

Material: 1" dia. electric w

elded tubing

Stock Thickness: (.075) 14 ga.

A

1"

13⁄16"

15⁄8"

117⁄32"

17⁄32" Dia. H

ole

57⁄8" 1

7⁄8"

13⁄16"

13⁄16"

13⁄16" 4"

11⁄16"

23⁄8"

30

17⁄8"

6" B P

S 9

40

2 – Tw

o-Hole H

inge C

onnector

"B" Bolt Size

Wt./100 pcs

1⁄2"108

5⁄8"107

3⁄4"106



Fittings

®

93⁄4"

1⁄2" Bolt S

ize

A

15⁄8"

45A

PS

94

04

– Four-Hole H

inge C

onnector

Part No.

Wt./100 pcs

PS 9404- 1⁄2"126

PS

94

03

– Three-Hole H

inge Connector

"B" Bolt Size

Wt./100 pcs

1⁄2"108

5⁄8"107

3⁄4"106

Hinge Connect or Auto-Alignment Guides -

The unique edges of the two hinges have been

designed to provide an alignment guide for 0°, 45° and 90° as show

n in the draw

ings below.

This eliminates the need for m

easuring gages.

77⁄8"

B

Alignm

ent

45

Alignm

ent

90

Alignm

ent

Alignm

ent

PS

81

2 – 45˚ D

iagonal Tube Brace

Material: 1" dia. electric w

elded tubing

Stock Thickness: (.075) 14 ga.

A Size

Wt./100 pcs

12"88

18"116

24"149

30"181

36"214

13⁄16"

15⁄8"

117⁄32"

17⁄32"1"

Dia H

ole

PS

64

7 – 1

7⁄8" Offset Zee C

onnector



15⁄8"

15⁄8"

PS

25

32

– Shelf Attachm

ent Zee

PS

69

2 – 1

5⁄8" Offset Zee C

onnector


Weight/10 0 pcs: 9 lbs.

Stock Thickness: 1⁄8"


37⁄8"

31⁄2"

21⁄2"

17⁄8" 13⁄16"

9⁄32" Hole

1⁄8" Thick

PS

30

60

– Offset C

onnector

A W

t./100 pcs

4"81

5"92

6"104

7"115

8"127

Design Load:

Tension = 300 lbs.

Conp. = 1,500 lbs.

PS

25

23

– Offset A

djustable Zee C

onnector


21⁄2"

37⁄8"

31⁄2"

11⁄16"

Use With: PS 500, PS 520, &

PS 560



PS

75

6 – Zee Support

PS

26

01

– Zee Support

Use With: PS 100, PS 200 2T3, PS 210 2T3


Use With: PS 150


31⁄4"

17⁄8"

27⁄16"

11⁄16"

33⁄4"

PS

61

1 – Zee Support

PS

71

1 – Zee Support



Use With: PS 300


11⁄16"

21⁄8" 1

5⁄8"

13⁄8"

11⁄16"

33⁄4"

PS

60

9 – Tw

o-Hole O

ffset Plate C

onnector

PS

61

2 – Zee Support

PS

92

8 – Zee Support

Use With: PS 400


Use With: PS 500, PS 520 and PS 560



1"

31⁄2"

13⁄16"1

1⁄16"

33⁄4"

Offset1⁄4"

3 "32

15

Splice

PS

67

9 – "U

" SupportP

S 2

64

8 – "U

" Support

PS

61

3 – "U

" Support



Use With: PS 150



31⁄4"

121⁄32"

53⁄8"

27⁄16"

121⁄32" 5

3⁄8"

PS

150

15⁄8"

121⁄32"

53⁄8"

PS

21

19

– "U" Support

PS

71

0 – "U

" Support




Use With: PS 300

53⁄8"1

7⁄8"1

21⁄32"5

3⁄8"13⁄8"

121⁄32"




Fittings

®

39⁄32"7"

31⁄2"

17⁄8"

17⁄8"

47⁄8"

PS

97

8 – "U

" SupportP

S 7

21

– "U" Support

PS

92

9 – "U

" Support

PS

68

7A

, PS

68

7B

& P

S 6

87

C – Slotted "U

" Support

Order No.

‘A’ Length

‘B’ Length

Wt./100 pcs

PS 687A7

1⁄4"4

1⁄8"105

PS 687B8

1⁄2"5

3⁄8"120

PS 687C10

3⁄8"7

1⁄4"130



Use With: PS 400





15⁄8"

B 11⁄2"

A

513⁄16"

121⁄32"

1"

53⁄8"

13⁄16 "1

21⁄32"

7"

39⁄32"

15⁄8"

15⁄8"

PS

67

8 – Three-H

ole "U" Support

PS

67

7 – C

up Support for Standard Single Strut

PS

73

3 – Six-Hole "U" Support

PS

73

4 – Eight-H

ole "U" Support

PS

70

9 – Three-H

ole Offset Plate

Connection

PS

73

5 – Eight-H

ole "U" Support




Use With: PS 150 2T3








41⁄32"

17⁄8"

15⁄64"

53⁄8"

121⁄32"

31⁄2"

17⁄8"

31⁄2"

53⁄8"

31⁄2"

121⁄32"

55⁄16"

1⁄4" Offset

1⁄4" Plate


PS

62

3 – Saddle W

asher

Bolt Size

Wt./100 pcs

1⁄4"14

3⁄8"1⁄2"

135⁄8"3⁄4"



PS

63

1 – Tw

o-Hole Splice C

levisP

S 6

44

– Two-H

ole Splice Clevis





31⁄2"

31⁄2 "

PS

64

5 – Three-H

ole Splice Clevis

PS

62

9 – Three-H

ole Splice Clevis




Use With: PS 200 and PS 210

53⁄8"

53⁄8"

PS

61

6, P

S 6

46

– Four-Hole Splice C

levis

Part No.

AFor

Use With

Wt./100 pcs

PS 6161

9⁄16"PS 200, PS 210

265

PS 6461

3⁄16"PS 500, PS 560

176

PS 616-1003

3⁄16"PS 100

390

PS 616-1502

3⁄8"PS 150

390

71⁄4"

A

8"

PS

80

4 – Slotted Joiner

PS

10

04

– Slotted Joiner


Stock Thickness: (.105)

Use With:

PS 400S, PS 500S, PS 520S and PS 560S

Note: Order PS 6072 screws &

PS 6108 nuts separately.



Use With: PS 200S, PS 210S





Use With: PS 150S



8"8"

PS

70

4 – Slotted Joiner

1 5⁄8"

1 11⁄16"

1 7⁄8"

A

17⁄8"

PS

92

2 R

OR L

– Two-H

ole Corner

Connector

PS

99

3 – Inside Clevis Hanger

PS

21

17

R O

R L – W

rap-Around

Corner C

onnector


A Size

Wt./100 pcs

4"78

5"89

6"101

7"112

8"124



2"

15⁄8"

17⁄8"

121⁄32"




Fittings

®

95⁄32"

15⁄8"

37⁄8"

33⁄4"

121⁄32"

PS

66

6 – Six-H

ole Double C

orner C

onnectorP

S 6

67

– Eight-Hole D

ouble Corner

Connector

PS

94

3 – Eight-H

ole Gussetted

Double C

orner Connector

PS

21

28

R O

R L – Four-H

ole C

orner Connector

PS

21

29

R O

R L – Single C

orner G

ussetted Connector

PS

66

5 – Four-H

ole Double C

orner C

onnector









31⁄2"

33⁄4"

37⁄8"

33⁄4"

2"

17⁄8"

37⁄8"

17⁄8"

37⁄8"

33⁄4"

37⁄8"

33⁄4"

PS

92

3 – Five-H

ole Double W

ing C

onnectorWeight/100 pcs: 93 lbs. 2"

17⁄8"

15⁄8"

121⁄32"

513⁄32"

PS

82

1 – Eight-H

ole Double W

ing C

onnector


37⁄8"

17⁄8"

15⁄8"

513⁄32"

121⁄32"

PS

91

3 – Ten-H

ole Double W

ing C

onnectorP

S 9

45

– Ten-Hole G

ussetted D

ouble Wing C

onnector



15⁄8"

37⁄8"

95⁄32"

33⁄4"

121⁄32"

PS

66

8 – Six-H

ole Triple Wing

ConnectorW

eight/100 pcs: 113 lbs. 2"

17⁄8"

15⁄8"

513⁄32"

121⁄32"

PS

25

14

– Eight-Hole G

ussetted D

ouble Corner C

onnector


33⁄4"

53⁄8"

33⁄4"



PS

67

0 – N

ine-Hole Triple W

ing C


17⁄8 "

37⁄8"

15⁄8"

513⁄32"

121⁄32"

PS

66

9 – Tw

elve-Hole Triple W

ing C


15⁄8"

95⁄32"

37⁄8"

33⁄4"

121⁄32"

PS

30

13

, PS

30

13

SQ

– Post Base


(PS 3013 SQ)(PS 3013)

15⁄8"

6"

3"3"

6"3"

3"

6"

4 Holes

3⁄4" Dia.

6"

3"

7⁄8"

7⁄8"

7⁄8"

7⁄8"

3"

3"

3"6"

4 Holes

3⁄4" Dia.

PS

30

25

, PS

30

25

FL – Post B

ase


(PS 3025)(PS 30 25 FL)

31⁄2"

6"

4"

2"

1"1"

2"

1"1"

PS

30

33

, PS

30

33

SQ

– Post Base


(PS 3033 SQ)(PS 3033)

31⁄2"

6"

3"3"

6"3"

3"

6"

4 Holes

3⁄4" Dia.

6"

3"

7⁄8"

7⁄8"

7⁄8"

7⁄8"

3"

3"

3"6"

4 Holes

3⁄4" Dia.

111⁄16"

115⁄16"

31⁄8"

PS

30

40

– Post Base


15⁄8"

15⁄8"

5" 5"

5⁄8" 5⁄8"

31⁄2"

4 Holes

7⁄16" Dia.

PS

30

41

– Double-C

olumn

Post Base

PS

20

64

– Double-C

olumn

Post Base W

eight/100 pcs: 116 lbs

Use With: PS 100, PS 200 2T3, and PS 210 2T3.


Use With: PS 100, PS 200 2T2, PS 200 2T3,

PS 200 2T4 and PS 200 2T5

31⁄2"

7" 4"

2"

3⁄4"

3⁄4"



Fittings

®

1" 1"

1"

9⁄32" Dia. H

ole

9⁄16"x 9⁄32" Slots

31⁄8"

11⁄4"

3⁄4"

9⁄32" Dia. H

ole

31⁄2"

13⁄16"15⁄16"

15⁄16"

13⁄16"

3 Holes

9⁄16" Dia.

PS

30

29

– Double-C

olumn Post B

ase

PS

30

64

– Double-C

olumn Post B

ase

PS

25

21

– Two-W

heel TrolleyPS 2

52

2 – Four-W

heel Trolley


Use With: PS 100, PS 200 2T3,

PS 210 2T3


Use With: PS 100,

PS 200 2T2, PS 200 2T3, PS 200 2T4 and PS 200 2T5


Material: Carbon Steel W

heels have stainless steel ball bearings

Finish:

Use With: PS 200

Load Rating: 300 lbs.


Material:

Carbon Steel Wheels have stainless

steel ball bearings

Finish:

Use With: PS 200


31⁄2"

6"

3"3"

6"3" 3"

6"

4 Holes

3⁄4" Dia.

11⁄4"

5⁄8"

5⁄8" Hole

9⁄16" Dia.

115⁄16"

15⁄16"

9⁄32" 13⁄16"

13⁄16"

313⁄32"

1⁄4"

15⁄8"

6"

3"3"

6"3" 3"

6"

4 Holes

3⁄4" Dia.

PS

25

28

– Trolley Beam

Standard Support

Use With:

PS 200, PS 210



33⁄4"

15⁄8"

2 Holes

7⁄16" Dia.

1 Hole

9⁄16" Dia.

1"

PS 2

528 1

– Trolley Beam Heavy Sup-

port and Track Joiner


Use With:

PS 200, PS 210

Load Rating: 2,500 lbs.

33⁄4"

31⁄2" 1"

2 Holes

7⁄16" Dia.

1 Hole

9⁄16" Dia.

PS

25

24

– Two-B

earing Light Duty

Trolley



7⁄16"

121⁄32"

3⁄16"9⁄32"

13⁄16"

11⁄4"

PS

25

25

– Four-Bearing Light D

uty Trolley


13⁄16"

123⁄32" 1

1⁄4"

1⁄4"7⁄16"

9⁄32"


FPMRPM

Design Load In PS 200 Lbs

180600

15090

300225

30100

437

FPMRPM

Design Load In PS 200 Lbs

180600

30090

300450

30100

600

6"

6"

7⁄8"7⁄ 8"

3"

3"3"

3" 4 Holes

3⁄4" Dia.

(PS 3029 SQ)(PS 3029)

6"

6"

7⁄8"7⁄8"

3"

3"3"

3" 4 Holes

3⁄4" Dia.

(PS 3064 SQ)(PS 3064)



Finish: Painted Green, or Electro-galvanized O


Fittings

PS

70

8 – Single C

hannel Bracket

Support

PS

80

9 – D

ouble Channel B

racket

PS

62

6 – Pipe Stop

PS

66

1 T1

, PS

66

1 T2

– Wrap-A

round Channel B

racket

PS

80

8 T1

, PS

80

8 T2

– Interlocking Channel B

racketP

S 6

51

– Reversible C

hannel B

racket


Note: For use with 2" to 8" Pipe

SizeUniform

Load*

Wt./100 pcs

6"1,600

191

12"800

292

18"600

436

24"450

536

*Mounted on 12 Ga. Channel

Note: PS 661 T1 (Slot up) illustrated PS 661 T2 (Slot dow

n) not shown

(PS 808 T1 - Slot Up)(PS 808 T2 - Slot Dow

n)

A Size

Uniform

Load*W

t./100 pcs

6"1,200

161

12"600

261

18"400

361

24"300

461


A Size

Uniform

Load*W

t./100 pcs

6"1,200

185

12"600

293

18"400

401

24"300

509


A Size

Uniform

Load*W

t./100 pcs

12"2,000

502

18"1,300

692

24"1,000

882

30"800

1,072

36"650

1,262


Use With: PS 200,

PS 210,

PS 500 2T3

Design Mom

ent on Upright Channel:

16 ga. channel 3,200 in.-lbs.,

14 ga. channel 4,400 in.-lbs.


Note: M

oment is for fitting only.

Channel may determ

ine overall capacity.


Hole S

ize 7⁄16"

3"

1"

Clam

p Requires bolt and

channel nut sold seperately.18" or 24"

31⁄2"

13⁄16"

1⁄4"

6" or 12"

33⁄4"

1⁄4"

A

2"

33⁄4"

1⁄4"

A 2"

45⁄8"

31⁄4"

3⁄8"

A

2"

11⁄16"

11⁄16"

3⁄8"

13⁄16"

61⁄4"

A

2"

43⁄4"

57⁄8" 3"

11⁄16"

PS

73

2 – Shelf B

racket

SizeA

B# of

HolesUniform

Load*

Wt./100 pcs

8"8

1⁄2"4"

2800

168

10"10

1⁄2" 3

202

12"12

1⁄2"

6"

4900

258

14"14

1⁄2" 4

292

16"16

1⁄2" 4

1,200381

18"18

1⁄2" 4

416

20"20

1⁄2" 4

1,000461

*Mounted on 12 ga. channel

A1 3⁄16"

1 3⁄16"

1 5⁄8"# of H

oles

B

Support brace on

18" and 20" only.



®

PS

31

64

– Double C

hannel Bracket

SupportWeight/100 pcs: 273 lbs.

PS

32

82

– Cable Tray Strut B

racketP

S 8

38

R or L

– Shelf Bracket

PS

82

5 R

or L – Single Pipe A

xle Support

PS

82

6 – D

ouble Pipe Axle Support

Use With: PS 200 2T3,

PS 210 2T3

Design Mom

ent on Upright Channel:




Note: M

oment is for fitting only.

Channel may determ

ine overall capacity.

Stock Thickness: .105

Note: Specify R (Right) or L (Left) w

hen ordering. Right Hand Illustrated

Uniform Load Rating:

275 Lbs. when m

ounted on 12 ga. channel.

A Size

Stamped

Ident. No.B

Wt./100 pcs

6"121892

115⁄16"

58

8"121893

27⁄16"

83

10"121894

215⁄16"

114

12"121895

37⁄16"

49

14"121896

315⁄16"

174

16"121897

47⁄16"

225

18"121898

415⁄16"

255

20"121899

57⁄16"

295

22"121900

515⁄16"

361

24"121901

67⁄16"

396

26"121902

615⁄16"

456

28"121903

77⁄16"

479

30"121904

715⁄16"

544

AB

Uniform

Load*W

t./100 pcs

12"

83⁄4"

1,900388

18"1,000

506

24"763

30"11

1⁄4"900

1,012

36"800

1,083

*Mounted on 12 ga. channel.

Note: PS 400 channel w

elded to 1⁄4

Right Hand Illustrated


Note: Specify R (Right) or L (Left) w

hen ordering.

Weight/100 pcs.: 220 lbs.


Weight/100 pcs.: 310 lbs.

43⁄4"

71⁄2" 4

5⁄8"

11⁄16"

B

A

PS

400

Support brace on

24", 30" and 36" only.

53⁄8"

3"

75⁄8"

3"

3"

PS

24

04

thru PS

24

08

– Wall Ladder B

racketP

S 2

42

2 – 37

1⁄2° Degree Stair

Tread Support


Part No.

AB

Wt./100 pcs

PS 24042

3⁄8"6"

113

PS 24054

3⁄8"8"

164

PS 24066

3⁄8"10"

216

PS 24078

3⁄8"12"

267

PS 240810

3⁄8"14"

318

B

13⁄16"

2"

A

13⁄16"1

1⁄16"3

1⁄2"3

1⁄2"13⁄16"

87⁄8"

33⁄4" 37

1⁄2

17⁄8"



Fittings

PS

24

21

– 45° Degree Stair

Tread Support


45

33⁄4" 1

7⁄8"

11⁄16"

31⁄2"

31⁄2"

13⁄16" 87⁄8"

PS

26

56

– U B

olt Beam

Clam

p With H

ookP

S 2

65

7 – D

ouble U B

eam C

lamp


Specify 6" or 12" max. flange w

idth

T1 Use with:

PS 200, PS 210, PS 300,

PS 400, PS 500, PS 520

T2 Use with:

PS 100, PS 150, PS 200 2T3

T3 Use with:

PS 150 2T3, PS 100 2T3

Specify 6" or 12" max. flange w

idth

T1 Use with:

PS 200, PS 210, PS 300,

PS 400, PS 500, PS 520

T2 Use with:

PS 100, PS 150, PS 200 2T3

T3 Use with:

PS 150 2T3, PS 100 2T3


A

3"

33⁄8"

1⁄4" T

hick

3"

33⁄8"

1⁄4" T

hick

APart No.

"A" Beam

Flange W

idthPS 2657 T1-6

4" - 6"PS 2657 T1-9

6" - 9"PS 2657 T1-12

9" - 12"PS 2657 T1-15

12" - 15"PS 2657 T1-18

15" - 18"PS 2657 T2-6

4" - 6"PS 2657 T2-9

6" - 9"PS 2657 T2-12

9" - 12"PS 2657 T2-15

12" - 15"PS 2657 T2-18

15" - 18"PS 2657 T3-6

4" - 6"PS 2657 T3-9

6" - 9"PS 2657 T3-12

9" - 12"PS 2657 T3-15

12" - 15"PS 2657 T3-18

15" - 18"

Part No.

"A" Beam

Flange W

idthPS 2656 T1-6

4" - 6"PS 2656 T1-9

6" - 9"PS 2656 T1-12

9" - 12"PS 2656 T1-15

12" - 15"PS 2656 T1-18

15" - 18"PS 2656 T2-6

4" - 6"PS 2656 T2-9

6" - 9"PS 2656 T2-12

9" - 12"PS 2656 T2-15

12" - 15"PS 2656 T2-18

15" - 18"PS 2656 T3-6

4" - 6"PS 2656 T3-9

6" - 9"PS 2656 T3-12

9" - 12"PS 2656 T3-15

12" - 15"PS 2656 T3-18

15" - 18"

PS

85

5 – A

ngular “I” Beam

Clam

p

Part No.

Use W

ithA

Load Rating

Wt./100 pcs.

PS 855–1PS 200, PS 210

31⁄2"

500107

PS 855–2PS 500

98

13⁄4"

7⁄8"

1⁄4" 3

1⁄2"

1⁄2" - 13 X 1

1⁄2" S

et Screw

Included

A

Use in pairs only

PS

26

51

– Beam

Clam

p

Part No.

Use With

ALoad

RatingW

t./100 pcs.

PS 2651 T1PS 200, PS 210PS 300, PS 400PS 500, PS 520

33⁄8"

1,000

83

PS 2651 T2PS 100, PS 150

PS 200 2T35"

92

PS 2651 T3PS 150 2T3PS 100 2T3

8 1⁄4"112

1⁄4"

3"

7⁄8"

3⁄8" Hex N

uts and "U

" Bolt Included

A

Use in pairs only

PS

68

5 – B

eam C

lamp


31⁄4"

1"

3⁄8"

1⁄2" - 13 X 1

1⁄2" S

et Screw

Included C

lamp R

equires 1⁄2" x 15⁄16" H

ex Head C

ap Screw

and 1⁄2" C

hannel N

ut Not Included.



Use in pairs only


rder By: No. and Finish N

ote: Use in pairs or w

ith other support

®

3⁄8"

7⁄8"

15⁄8"

11⁄4"

1⁄2" - 13 X 1

1⁄2" S

et Screw

Included

2 Holes 9⁄16" D

ia.

PS

68

6 – B

eam C

lamp


17⁄8"

1⁄4"

1⁄2"

Clam

p Requires

1⁄2" - 13 X 1

1⁄2" H

ex Head C

ap Screw

and 1⁄2" C

hannel N

ut Not Included.

Load Rating: 600 lbs. w

ith 12 ga. channel 500 lbs. w

ith 14 ga. channel

B

A1

1⁄4"

PS

26

53

– Purlin Clam

p

PS

90

7, P

S 9

98

– “I” Beam

Clam

p

Part No.

Use With

Load Rating

Wt./100 pcs.

PS 2653 T1PS 200, PS 210,

PS 300

1,200

175

PS 2653 T2PS 100, PS 150,

PS 200 2T3179

PS 2653 T3PS 100 2T3

179

Part No.

Stock Thickness

Set Screw

Load Rating

lbs.

Wt./100 pcs.

PS 9071⁄4"

3⁄8450

26

PS 9983⁄8"

1⁄21,000

64

3"

1 1⁄4"

5 1⁄8"

1 1⁄4"

PS

91

6 – “I” B

eam C

lamp


2"

2"

11⁄4"



Design loads are per pair of clam

ps

PS

68

4 – “I” B

eam C

lamp




PS

26

22

– Beam

Clam

p

Assembly including PS 736 also

available.

Order PS 2622/J6 or PS 2622/J10


Note: Adaptable for 1⁄4", 3⁄8" &

1⁄2" rod with

PS 3201.

2 Holes 17⁄32" D

ia.

3"

2 Holes 13⁄32" D

ia.

2" 1

1⁄16"

3⁄4"

PS

73

6 – H

ook Rod A

ssembly

Part No.

Flange Width

A Size

Wt./100 pcs

Max

Min

PS 736 J67"

3"8

5⁄8"24

PS 736 J1011"

7"12

5⁄8"33

3⁄4"

3⁄8" Dia.

A


PS

26

24

– Wood B

eam H

anger


Rod S

ize up to 1⁄2"

Rod S

wivel 15

All D

irections

PS

2624

PS

2623

Load rating is based on 2 clamps

Use in pairs only

Use in pairs only




ith other support

Fittings

1⁄2"

A

17⁄32" Hole

13⁄8"

PS

26

23

– Swivel A

daptor

PS

32

01

– Swivel N

ut

PS

87

1 – Safety A

nchor Strap


Rod Size

Wt./100 pcs

1⁄4"4

3⁄8"4

1⁄2"3

Use With:

PS 2622 Beam Clam

p

"A" Length

Wt./100 pcs

9"33

12"45

15"57

Use with:

PS 858,

PS 865

(Cannot be used with 5⁄8" rod

size beam clam

ps and larger)

Rod S

izeup to 1⁄2"R

od Sw

ivel 15A

ll Directions

PS

2622

PS

85

8 – H

eavy Duty B

eam C

lamp

PS

86

5 – W

ide Throat Heavy D

uty Beam

Clam

p

Part No.

"A" Rod Size

BC

DLoad

Ratings lbs.

Wt./100 pcs

PS 858 1⁄41⁄4" - 20

1⁄8"3⁄8" x 1

1⁄27⁄8"

65067

PS 858 5⁄165⁄16" - 18

67PS 858 3⁄8

3⁄8" - 163⁄16"

1⁄2" x 11⁄2

15⁄16"1,100

100PS 858 1⁄2

1⁄2" - 131⁄4"

1,600130

PS 858 5⁄85⁄8" - 11

5⁄16"5⁄8" x 1

1⁄21

5⁄16"2,400

160PS 858 3⁄4

3⁄4" - 10160

Part No.

Rod Size

BC

DE

Load Ratings

lbs.

Wt./100 pcs

PS 865 3⁄83⁄8"

3⁄16"1⁄2"

111⁄16"

29⁄32"1,100

151PS 865 1⁄2

1⁄2"1⁄4"

15⁄16"1,600

195PS 865 5⁄8

5⁄8"5⁄16"

5⁄8"1

5⁄16"2,400

225

Set S

crewS

ize CIncluded

Weld

7⁄8"2

1⁄2"

21⁄2"

Tapped Hole

Size A

B

D

B 35⁄8"

31⁄4"

Set S

crewS

ize C Included

Tapped Hole

Size A

D

E

Weld

For beam

s between 3⁄4" (19) to 1

5⁄8" (41) thick flanges.

Weld is not continuous it is either 1

1⁄4" - 13⁄4" long or

2 spot welds. A

ll welds are on the top and bottom

.

For beam

s under 7⁄8" thick flange.W

eld is not continuous it is either 1

1⁄4" - 13⁄4" long or 2 spot w

elds. A

ll welds are on the top and bottom

.

PS

13

5X

– Light Duty B

eam C

lamp


Material: Steel

Use With: 1⁄4" rod


PS

26

26

– Beam

Clam

p

Finish: Plain, painted green or electro-galvanized


Part No.

"A" Range

Wt./100 pcs

PS 2626 62

1⁄2 - 6"125

PS 2626 95

1⁄2 - 9"140

PS 2626 128

1⁄2 - 12"171

Clam

p Requires

1⁄2" Diam

eter Rod and

2 Hex N

uts Sold S

eperate

A

Use With:

PS 2622 Beam Clam

p or PS 2624 W

ood Beam Hanger


PS

85

– Rod or Insulator Support

Rod Size

A B

Load Ratings

Wt./100 pcs

1⁄4"1

1⁄8"1

1⁄4"150

233⁄8"

2"2"

35095

1⁄2"2

5⁄8"2

1⁄4"400

195

Flange Thickness: 7⁄8" Maxim

um

Material: M

alleable Iron

B

A




ith other support

®

PS

26

54

& P

S 2

65

4A

– C

olumn A

ttachment


PS 2654 Use with PS 200

PS 2654A Use with PS 500

Slip Rating: 800 lbs.

Note: Column attachm

ent can only be used in pairs.

A - 1"

A

PS

95

– “C" C

lamp

Material: Steel

3⁄4"2

1⁄4"

A

B

Rod Size

AB

Load Rating

Wt./100pcs

3⁄8"2

5⁄16"3⁄8"

33035

1⁄2"2

1⁄4"1⁄2"

38041

5⁄8"2

3⁄8"5⁄8"

45067

3⁄4"2

1⁄4"1⁄2"

50072

PS

86

– “C” C

lamp

Rod Size

AB

Load Rating

Wt./100 pcs

3⁄8"1

11⁄16"1

3⁄4"400

381⁄2"

123⁄32"

525⁄8"

115⁄16"

2"450

683⁄4"

21⁄32"

600128

Material: M

alleable Iron, Steel Set Screw

3⁄4"1⁄2"

3⁄8"

A

B

PS

93

– Universal “C

” Clam

p

PS

94

– Wide Throat Top B

eam “C

” Clam

p

At least one full

thread must be exposed

Part No.

Rod Size

A

DIMENSIONS (Inches)

Max.

Pipe Size

Max. Load (Lbs.)

Wt/100 pcs

BC

DE

PS 93 3⁄83⁄8

15⁄8

23⁄4

7⁄82

40028

PS 93 1⁄21⁄2

15⁄8

23⁄4

7⁄83

1⁄2500

34M

aterial: Malleable Iron, Steel Set Screw

Part No.

Rod Size

A

DIMENSIONS (Inches)

Max

Pipe Size

Max. Load (Lbs.)

Wt/100 pcs

BC

DE

F

PS 94 5⁄85⁄8

13⁄4

21⁄4

3⁄4 1

1⁄4 1

5 600

66

PS 94 3⁄43⁄4

17⁄8

23⁄8

3⁄4 1

3⁄8 1

1⁄48

80083

Material: M

alleable Iron, Steel Set Screw

A

1" B

E

D

C

11⁄4"

AE

B

F

DC

15⁄16"

At least one full

thread must be exposed

PIP

E & C

ON

DU

IT CLA

MPS

PIP

E & C

ON

DU

IT CLA

MPS6

9

Power-Stru

t pip

e, con

du

it an

d O

.D.

tub

ing cla

mps a

re form

ed in

pu

nch

press d

ies in a

wid

e selection

of sizes

to m

eet every requ

iremen

t.

MATER

IAL:

Power-Strut pipe, conduit and O

.D. tubing clam

ps are made on punch

press dies from hot rolled, pickled and oiled steel w

hich conforms to the

ASTM

A-1008, A

-1011 SS, A-575 and A

-576 standards. Select sizes of O

.D. tubing clam

ps are available in stainless steel or aluminum

.

STA

ND

AR

D FIN

ISH

: A

ll steel clamps are electro-galvanized. Select sizes of O

.D. tubing clam

ps are available in copper plated finish. PV

C coatings are available upon

special request.

OR

DER

ING

INFO

RM

ATIO

N:



ple.

REC

OM

MEN

DED

BO

LT TOR

QU

E:

Bolt Size1⁄4"–20

5⁄16"–183⁄8"–16

1⁄2"–135⁄8"–11

3⁄4"–10

Rec. Torque Ft/Lbs

611

1950

100125

Max. Torque

Ft/Lbs7

1525

70125

135


o., and Finish

®

PS

10

00

– EMT C

onduit Clam

pPS 1

300

– Universal Clamp for EM

T, IMC & G

RC

PS

11

00

, PS

11

16

, PS

11

17

– Standard Pipe Clam

p (GR

C, IM

C and SC

H 40⁄SC

H 80 steel pipe)

EMT

SizeStock

ThicknessHanging Load

Rating /lbs.W

t./100 pcs

1⁄2".060

40011

3⁄4"12

1".075

60015

11⁄4"

181

1⁄2".105

80029

2"33

Note: For EMT larger than

2" use PS 1100Nom

inal Size

Fits O.D.

Stock Thickness

Hanging Load Rating /lbs.

Wt./100 pcs

1⁄2"0.706-0.840

.060250

103⁄4"

0.922-1.050.060

40011

1"1.163-1.315

12

11⁄4"

1.510-1.660.075

40018

11⁄2"

1.740-1.900.075

50020

2"2.197-2.375

22

Material and finish are specified as:

1100 AL Alum. clam

p, EG fasteners

1100 HG Clamp, Stainless Steel fasteners

1116 Alum. clam

p and fasteners

1117 Alum. clam

p, Stainless Steel fasteners

1100SS Stainless Steel clamp and fasteners

Pipe Size

Stock Thickness

Hanging Load Rating /lbs.

Wt./100 pcs

3⁄8".060

40010

1⁄2"11

3⁄4".075

60015

1"17

11⁄4"

191

1⁄2"

.105800

292"

342

1⁄2"40

3"47

31⁄2"

.125

1,000

624"

675"

806"

.135

1028"

13010"

14312"

174

PS

67

– “J” Pipe or Conduit H

anger

Notes: Plastic Coated hanger is available (“N” Suffix). Please contact factory for additional inform

ation.

Maxim

um operating tem

perature is 300°F

Minim

um safety factor of five (5) on ultim

ate load.

11⁄4"

Design Load

11⁄4"

Design Load

11⁄4"

Design Load

Hex B

olt S

ize as Listed

Rod S

ize A

Listed

Hanger R

od Suspended

Hole

Diam

eter EB

D CR

odS

ize A

Bolt

Size F

Conduit Size

A Rod Size

BC

DE

FLoad

Rating/lbs.W

t./100 pcs

1⁄2

3⁄8

25⁄8

1

2

13⁄32

1⁄4 x 21⁄4

400

203⁄4

27⁄8

21⁄4

211

32

3⁄81⁄4 x 2

1⁄224

11⁄4

31⁄4

21⁄2

1⁄4 x 23⁄4

271

1⁄23

1⁄22

5⁄81⁄4 x 3

292

33⁄4

11⁄8

25⁄8

1⁄4 x 31⁄2

332

1⁄21⁄2

43⁄8

11⁄8

35⁄8

9⁄16

3⁄8 x 41⁄2

800

713

47⁄8

43⁄8 x 5

783

1⁄25

1⁄84

1⁄43⁄8 x 6

854

5⁄86

1⁄85

1⁄8178

56

3⁄45

3⁄43⁄8 x 7

1⁄2199

63⁄4

73⁄4

11⁄4

61⁄2

3⁄8 x 81⁄2

1,000231

87⁄8

91⁄4

11⁄4

83⁄8 x 10

1,200449


o., and Finish

Pipe & Conduit Clamps

PS

12

00

– O.D

. Tubing Clam

p

Please contact factory for sizes & finishes not show

n.

Note: Additional Available Finishes

SS - Stainless Steel

CC - Copper Coated

O.D. Size

Stock Thickness

Hanging Load

Rating /lbs.

Wt. /100 pcs

1⁄4"

.060400

83⁄8"

81⁄2"

95⁄8"

103⁄4"

117⁄8"

121"

.075600

141

1⁄8"15

11⁄4"

161

3⁄8"17

11⁄2"

181

5⁄8"19

13⁄4"

.105800

291

7⁄8"28

2"31

21⁄8"

322

1⁄4"33

23⁄8"

342

1⁄2"35

25⁄8"

372

3⁄4"38

27⁄8"

403"

41

O.D. Size

Stock Thickness

Hanging Load

Rating /lbs.

Wt. /100 pcs

31⁄8"

.105800

433

1⁄4"45

33⁄8"

463

1⁄2"47

35⁄8"

563

3⁄4"58

37⁄8"

.1251,000

604"

624

1⁄8"62

41⁄4"

644

3⁄8"66

41⁄2"

674

5⁄8"70

43⁄4"

724

7⁄8"73

5"74

51⁄8"

765

1⁄4"77

53⁄8"

785

1⁄2"79

55⁄8"

.1351,000

885

3⁄4"90

57⁄8"

92

O.D. Size

Stock Thickness

Hanging Load

Rating /lbs.

Wt. /100 pcs

6"

.1351,000

946

1⁄8"96

61⁄4"

986

3⁄8"99

61⁄2"

1006

5⁄8"102

63⁄4"

1046

7⁄8"106

7"108

71⁄8"

1107

1⁄4"112

73⁄8"

1147

1⁄2"116

75⁄8"

1177

3⁄4"119

77⁄8"

1218"

1238

1⁄8"125

81⁄4"

1268

3⁄8"128

81⁄2"

1298

5⁄8"130

PS

69

– E-Z Grip H

anger

SizeA

Rod SizeB

Load Rating

Lbs /650

Wt./100 pcs

1⁄2"

3⁄8"

21⁄4"

300

93⁄4"

25⁄16"

9

1"2

7⁄16"10

11⁄4"

25⁄8"

10

11⁄2"

23⁄4"

10

2"3

1⁄4"11

21⁄2"

4"525

25

3"4

3⁄8"27

4"4

11⁄16"600

48

5"1⁄2"

55⁄16"

1000

53

6"6

7⁄16"100

7"8"

100

Rod S

ize A

Listed

B

11⁄4"

Design Load

PS

13

7 – Long Tangent “U

” Bolt

SizeW

t./100 pcs

1⁄2"21

3⁄4"28

1"29

11⁄4"

311

1⁄2"33

2"36

21⁄2"

783"

883

1⁄2"94

4"102

Size


o., and Finish

®

1"A

25⁄8"

PS

31

38

– Parallel Run Pipe C

lamp

PS

31

26

– One-Piece Pipe Strap

PS

14

50

– One-H

ole Clam

p for O.D

. Tubing

Pipe Size

Load Rating /lbs.

Wt./100 pcs

3⁄8"

300

271⁄2"

293⁄4"

30

1"400

31

11⁄4"

38

11⁄2"

500

40

2"47

21⁄2"

66

3"78

31⁄2"

87

4"90

O.D. Size

AThickness

GagesW

t./100 pcs

1⁄4"1

3⁄16"

16

43⁄8"

15⁄16"

51⁄2"

17⁄16"

65⁄8"

15⁄8"

14

83⁄4"

13⁄4"

97⁄8"

17⁄8"

10

1"2"

11

Pipe Size

AB

CDesign

Load /lbs.W

t. /100 pcs

1⁄2"2

7⁄8"

9⁄32"7⁄16"

500

233⁄4"

31⁄8"

26

1"3

3⁄8" 31

11⁄4"

33⁄4"

35

11⁄2"

37⁄8"

39

2"5

3⁄4"

7⁄16"11⁄16"

1,000

94

21⁄2"

61⁄4"

114

3"6

7⁄8"133

31⁄2"

73⁄8"

152

4"7

7⁄8"176

5"9"

198

6"10"

225

Supporting

Rib on

PS

3126 6 inch

Hole S

ize – 9⁄32"

1⁄4" X 3⁄4" R

ound Head

Machine S

crew

and Channel N

ut N

ot Included

A

PS

27

0 – C

onduit Clam

p

SizeA

Diameter

Wt./100 pcs

3⁄8"

1⁄4"

61⁄2"

63⁄4"

8

1"9

11⁄4"

11

11⁄2"

19

2"27

PS

51

– Right A

ngle Pipe or Conduit C

lamp

SizeA

Diameter

BW

t./100 pcs

3⁄8"

5⁄16"

15⁄16"25

1⁄2"1

3⁄16"41

3⁄4"1

7⁄16"42

1"1

11⁄16"47

11⁄4"

2"54

11⁄2"

25⁄16"

57

2"

3⁄8"

23⁄16"

85

21⁄2"

33⁄8"

106

3"4

1⁄8"110

31⁄2"

45⁄8"

128

4"5

1⁄8"140

Material: M

alleable Iron

B

A

A 1⁄8"

CH

oleS

ize B

Design Load


o., and Finish


SizeRange

CapturedNylon Lock-Nut

HexBolt

"V" Pad

"V" Pad1- 5⁄8" Series

Channel

PS

TP-0

25

thru PS

TP-1

00

– Cush-A

-Grip

®

Nominal 3⁄4" W

all

Nominal 1" W

all

The only airtight, crush-resistant insulation clam

p on the market.

Includes: Cushion, V-pad, and Hardware.

Materials: Cushion: Therm

oplastic elastomer.

Hardware: Stainless Steel w

ith Captured Nylon LocknutTem

perature Rating: -40°F to +275°F

PS

CT- 3⁄8 thru P

S C

T1-4

- 1⁄8 – Cush-A

-Therm™

B

CD

V-P

ad

17⁄16"

A

Part No.

Hole Size

Copper Nom

. I.D.

O.D. IPS

O.D.Length

PS CT- 3⁄83⁄8 ID

1⁄4 3⁄8

-1.81

2.17

PS CT- 1⁄21⁄2 ID

3⁄8 1⁄2

1⁄4 1.89

PS CT- 5⁄85⁄8 ID

1⁄2 5⁄8

3⁄8 2.05

PS CT- 3⁄43⁄4 ID

5⁄8 3⁄4

-2.22

PS CT- 7⁄87⁄8 ID

3⁄4 7⁄8

1⁄2 2.44

PS CT-1- 1⁄81

1⁄8 ID 1

11⁄8

3⁄4 2.76

PS CT-1- 3⁄81

3⁄8 ID 1

1⁄41

3⁄8 1

3.19

2.56PS CT-1- 5⁄8

15⁄8 ID

11⁄2

15⁄8

11⁄4

3.35

PS CT-2- 1⁄82

1⁄8 ID 2

21⁄8

-3.86

PS CT-2- 1⁄82

1⁄8 ID 2

1⁄4 2

3⁄8 2

4.292.96

PS CT-2- 5⁄82

5⁄8 ID 2

1⁄2 2

5⁄8 -

4.87

PS CT-3- 1⁄83

1⁄8 ID 3

31⁄8

-5.00

3.35

PS CT-3- 5⁄83

5⁄8 ID 3

1⁄2 3

5⁄8 -

5.943.94

PS CT-4- 1⁄84

1⁄8 ID 4

41⁄8

31⁄2

6.14

Part No.

Hole Size

Copper Nom

. I.D.O.D.

IPS O.D.

Length

PS CT1- 5⁄85⁄8 ID

1⁄2 5⁄8

3⁄8 2.54

2.17PS CT1- 3⁄4

3⁄4 ID 5⁄8

3⁄4 -

2.82PS CT1- 7⁄8

7⁄8 ID 3⁄4

7⁄81⁄2

2.82PS CT1-1- 1⁄8

11⁄8 ID

11

1⁄8 3⁄4

3.06PS CT1-1- 3⁄8

13⁄8 ID

11⁄4

13⁄8

13.33

2.56PS CT1-1- 5⁄8

15⁄8 ID

11⁄2

15⁄8

11⁄4

3.65PS CT1-2- 1⁄8

21⁄8 ID

22

1⁄8 -

4.16PS CT1-2- 3⁄8

23⁄8 ID

21⁄4

23⁄8

23.92

PS CT1-2- 5⁄82

5⁄8 ID 2

1⁄2 2

5⁄8 4.87

2.96PS CT1-3- 1⁄8

31⁄8 ID

33

1⁄8 -

5.143.35

PS CT1-3- 5⁄83

5⁄8 ID 3

1⁄2 3

5⁄8-

6.483.94

PS CT1-4- 1⁄84

1⁄8 ID 4

41⁄8

31⁄2

6.48

1. Insulation slides

over pipes2. Pipe hanger inserts

are put in place and

glued to insuation.

3. Joints are wrapped

and sealed w

ith

ProTape.

Part No.

O.D. Tube Sizes

Diameters

PullOut Load /Lbs

Slip Load/Lbs

PS TP-0251⁄4

3⁄81⁄2

0.25 - 0.54

50040

PS TP-6255⁄8

3⁄47⁄8

0.62 - 0.87PS TP-875

7⁄81

11⁄8

0.87 - 1.12PS TP-100

11

1⁄81

1⁄41.00 - 1.31

Part No.

Nominal

Pipe SizeDim

ensions (In.)Hex Head Cap

Screw &

Lock NutW

t /100 pcs Lbs

“A”“B”

“C”“D”

PS TP-0251⁄4

115⁄16

13⁄8

3⁄83⁄16

1⁄4-20 x 11⁄2"

4PS TP-625

3⁄82

3⁄81

5⁄87⁄16

1⁄41⁄4-20 x 2"

6PS TP-875

1⁄22

9⁄161

13⁄165⁄16

8PS TP-100

3⁄42

11⁄161

15⁄165⁄16

8

Part No.

Nominal Pipe Sizes

Diameters

PullOut Load /Lbs

Slip Load/Lbs

PS TP-0251⁄4

0.25 - 0.54

50040

PS TP-6253⁄8

1⁄20.62 - 0.87

PS TP-8753⁄4

0.87 - 1.12PS TP-100

3⁄41

1.00 - 1.31

Tube Sizes

Pipe Sizes


o., and Finish

®

PS

00

4T – P

S 1

06

N – C

ush-a-Clam

p® A

ssembly Pipe &

Tube Series

Clamp:

Electro-galvanized or stainless steel

Cushion: Thermoplastic elastom

er resistant to the effects of most oils,

chem

icals and industrial cleaning com pounds in tem

peratures

from -50°F to 275°F.

UV Resistent

Includes: Cushion, Clamp and Hardw

are

Controlled Squeeze: Parts w

ith the letter "T" have a Controlled Squeeze

shoulder Bolt. Available on tube sizes 1⁄4" thru 13⁄8"

Pipe Series

Part No.

Pipe Size

(Nominal)

Dimensions

Wt. /100 pcs

AB

C

PS 009N1⁄4"

0.540.98

1.3413

PS 011N3⁄8"

0.671.13

1.5414

PS 014N1⁄2"

0.841.29

1.8215

PS 017N3⁄4"

1.051.50

2.0817

PS 021N1"

1.311.76

2.3419

PS 027N1

1⁄4"1.66

2.172.73

35

PS 030N1

1⁄2"1.90

2.352.86

41

PS 038N2"

2.372.82

3.6749

PS 046N2

1⁄2"2.87

3.324.17

57

PS 056N3"

3.503.95

4.7955

PS 064N3

1⁄2"4.00

4.455.42

88

PS 072N4"

4.504.95

5.92110

PS 089N5"

5.566.01

6.92130

PS 106N6"

6.627.07

8.23140

Tube Series

Part No.

Copper &

Steel Tube O. D. Size

Copper W

ater Pipe

(Nominal)

Dimensions

Wt./100 pcs

AB

C

PS 004T1⁄4"

0.250.62

0.9810

PS 006T3⁄8"

1⁄4"0.37

0.821.13

11

PS 008T1⁄2"

3⁄8"0.50

0.941.34

13

PS 010T5⁄8"

1⁄2"0.62

1.061.54

14

PS 012T3⁄4"

5⁄8"0.75

1.21.68

14

PS 014T7⁄8"

3⁄4"0.87

1.311.82

15

PS 016T1"

1.001.44

1.9517

PS 018T1

1⁄8"1"

1.121.57

2.0818

PS 020T1

1⁄4"1.25

1.702.21

18

PS 022T1

3⁄8"1

1⁄4"1.37

1.822.34

20

PS 024N1

1⁄2"1.50

1.952.47

33

PS 026N1

5⁄8"1

1⁄2"1.62

2.072.60

35

PS 028N1

3⁄4"1.75

2.202.73

37

PS 030N1

7⁄8"1.87

2.322.86

39

PS 032N2"

2.002.45

3.0441

PS 034N2

1⁄8"2.12

2.573.23

46

PS 038N2

3⁄8"2.37

2.823.67

47

PS 040N2

1⁄2"2.50

2.943.79

49

PS 042N2

5⁄8"2.62

3.073.92

51

PS 046N2

7⁄8"2.87

3.324.17

55

PS 048N3"

3.003.57

4.4257

PS 050N3

1⁄8"3.12

3.574.42

60

PS 056N3

1⁄2"3.50

3.954.79

55

PS 058N3

5⁄8"3.62

4.25.11

70

PS 064N4"

4.004.45

5.4288

PS 066N4

1⁄8"4.12

4.575.54

94

PS 072N4

1⁄2"4.50

4.955.92

110

PS 082N5

1⁄8"5.12

5.576.54

125

PS 098N6

1⁄8"6.12

6.577.54

130

A

B

C


o., and Finish


PS

00

4M

– PS

03

8M

– Cush-a-C

lamp

® Assem

bly Om

ega Series

Part No.

Copper Tubing

O.D. Size

Water

Pipe (Nom

inal)

Pipe Size

(Nominal)

Dimensions

Wt. /100 pcs

AB

CD

EF

PS 004M1⁄4"

––

0.251.81

0.06

0.620.20

0.783.4

PS 006M3⁄8"

1⁄4–

0.371.90

0.200.81

4.0

PS 008M1⁄2"

3⁄81⁄4"

0.502.20

0.750.26

0.98

5.5

PS 010M5⁄8"

1⁄23⁄8"

0.622.32

6.0

PS 012M3⁄4"

5⁄8–

0.752.41

6.5

PS 014M7⁄8"

3⁄41⁄2"

0.872.56

7.1

PS 016M1"

––

1.002.68

7.8

PS 018M20

––

3⁄4"1.05

2.688.1

PS 018M21

11⁄8"

1–

1.122.82

8.4

PS 020M1

1⁄4"–

–1.25

3.00

0.081.25

0.261.56

17

PS 021M–

–1"

1.313.12

20

PS 022M1

3⁄8"1

1⁄4–

1.373.12

19

PS 024M1

1⁄2"–

–1.50

3.6520

PS 026M1

5⁄8"1

1⁄2–

1.623.77

23

PS 027M–

–1

1⁄4"1.66

3.90

0.101.25

0.331.56

32

PS 028M1

3⁄4"–

–1.75

3.9032

PS 030M1

7⁄8"–

11⁄2"

1.874.02

34

PS 032M2"

––

2.004.15

36

PS 034M2

1⁄8"–

–2.12

4.4041

PS 038M–

–2"

2.374.71

44

Includes: clamp and cushion.

Materials

Clamp:

ZD or Stainless Steel

Cushion: Therm

oplastic elastomer

F D

A

B

C

E

PS

52

E – Parallel Pipe and C

onduit Clam

p

SizeW

t./100 pcs

1⁄2"59

3⁄4"64

1"70

11⁄4"

72

11⁄2"

93

2"128

21⁄2"

135

3"155

31⁄2"

190

4"205

Material: M

alleable Iron

PS

37

92

– Power-W

rap™

Material: EPDM


Stock Length: 25 ft.⁄box

Service Temp: -70˚ to 350˚ F

Weight/100 boxes: 253 lbs.

Note: Cannot be used on slot side of metal fram

ing channel.


o., and Finish

®

PS

MU

- 1⁄4 thru PS

MU

-4 – M

ustang Universal O

ne-Piece Pipe, Conduit (G

RC

, EMT &

IMC

) and Tubing Clam

ps

Note: Available in 14 ga. Electro-galvanized steel

PS

UB

1⁄2 – PS

UB

10

– Cush-a-C

lamp

® Assem

bly U–B

olt Series

Part No.

Pipe Size

Dimensions

Wt. /100 Pcs

AB

CD

PS UB 1⁄21⁄2"

0.841.60

0.681⁄4-20 UNC-2B

9

PS UB 3⁄43⁄4"

1.051.80

10

PS UB 11"

1.312.05

12

PS UB 1- 1⁄41

1⁄4"1.66

2.55

1.243⁄8-16 UNC-2B

32

PS UB 1- 1⁄21

1⁄2"1.90

2.8036

PS UB 22"

2.373.35

42

PS UB 2- 1⁄22

1⁄2"2.87

3.90

1.241⁄2-13 UNC-2B

72

PS UB 33"

3.504.55

84

PS UB 3- 1⁄23

1⁄2"4.00

5.0593

PS UB 44"

4.505.50

102

PS UB 55"

5.566.56

123

PS UB 66"

6.627.75

1.445⁄8-11 UNC-2B

243

PS UB 88"

8.629.82

293

PS UB 1010"

10.7512.16

1.653⁄4-10 UNC-2B

492

Includes: U-bolt, cushion, and hardw

are.

Materials: U-Bolt: Electrogalvanized finish or Type 316 SS

Cushion: Therm

oplastic elastomer

Note: Not intended for use w

ith metal fram

ing components due to the length of the thread.

CD

B A

1/2" thru 6" assembly.

BD

C

A

8" thru 12" assembly

Two piece cushion design

.017

30°

30°

.017

Part No.Nom

inal Trade Size

ODHeight Above Channel "H"

Min

Max

Min

Max.

PS MU- 1⁄4

1⁄4"0.250"

0.540"1

3⁄4"2"

PS MU- 3⁄8

3⁄8"0.500"

0.675"1

7⁄8"2

1⁄8"

PS MU- 1⁄2

1⁄2"0.625"

0.840"2"

21⁄4"

PS MU- 3⁄4

3⁄4"0.875"

1.050"2

1⁄4"2

1⁄2"

PS MU-1

1"1.125"

1.315"2

1⁄2"2

3⁄4"

PS MU-1- 1⁄4

11⁄4"

1.375"1.660"

23⁄4"

31⁄8"

PS MU-1- 1⁄2

11⁄2"

1.625"1.900"

3"3

3⁄8"

PS MU-2

2"2.000"

2.375"3

1⁄2"3

7⁄8"

PS MU-2- 1⁄2

21⁄2"

2.500"2.875"

41⁄4"

45⁄8"

PS MU-3

3"3.000"

3.500"4

7⁄8"5

3⁄8"

PS MU-3- 1⁄2

31⁄2"

3.625"4.000"

53⁄8"

57⁄8"

PS MU-4

4"4.125"

4.500"5

7⁄8"6

3⁄8"

H

Order By: N

o. and Finish


PS

19

01

– Two-Piece Pipe R

oller

PS

81

5 – Tw

o-Piece, Heavy D

uty Pipe Roller

Chart for Dimension A

Pipe Size

No Insulation

Insulation Thickness

1"1

1⁄2"2"

21⁄2"

3"4"

1⁄2"

61⁄2"

61⁄2"

––

–

–

–

3⁄4"6

5⁄8" 6

7⁄8"1"

11⁄4"

67⁄8"

71⁄8"

73⁄8"

11⁄2"

2"6

5⁄8" 7

1⁄8"7

3⁄8"7

1⁄2"8"

21⁄2"

3"7"

71⁄2"

73⁄4"

77⁄8"

81⁄8"

31⁄2"

4"6

5⁄8"7

1⁄4"7

5⁄8" 7

7⁄8" 8"

83⁄8"

9"W

eight/100 pair: 268 lbs.

Use With: 1⁄2"-4" pipe


Material:

Bracket - steel;

Roller - cast iron (or alum

inum)

Finish: Green or galvanized;

Roller - plain


Pipe Size

No Insulation


1"1

1⁄2"2"

21⁄2"

3"4"

6"9

1⁄2" 10

1⁄4" 10

1⁄2" 10

3⁄4" 11"

113⁄8"

117⁄8"

8"10

1⁄8"

–

11" 11

3⁄8" 11

3⁄4" 12"

121⁄2"

10"10

3⁄4" 11

5⁄8" 12"

121⁄4"

121⁄2"

13"

12"11

1⁄4" 12

1⁄8"12

1⁄2" 12

3⁄4" 13"

131⁄2"

14"11

5⁄8" 12

1⁄2" 12

7⁄8" 13"

133⁄8"

14"

16"12

1⁄8" 13"

133⁄8"

137⁄8"

14" 14

1⁄2"W

eight/100 pair: 680 lbs.

A

21⁄2"

2"

A

31⁄2"

33⁄4"

TO

3"

Use With: 6-16" pipe

Material:

Bracket - steel; Roller - cast iron

Finish: Green or galvanized; Roller - plain


PS

19

11

– Pipe Roller

PS

81

6 – Three Piece, H

eavy Duty Pipe R

oller

Weight/100 units: 1,046 lbs.

SizeFits

Pipe SizeA

BW

t./100 pcs

2 – 3- 1⁄2"2"

5"3"

1602

1⁄2" 3

1⁄4" 3"

35⁄8"

4 – 6"3

1⁄2" 5"

37⁄8"

2154"

57⁄8"

45⁄16"

5"4

7⁄8"

8 – 10"6"

57⁄8"

57⁄16"

5258"

85⁄16"

71⁄8"

10"8

1⁄4"

12 – 14"12"

107⁄8"

97⁄8"

1,02514"

101⁄2"

Material: Brackets and shaft - steel; Rollers - cast iron

Finish: Brackets - painted green or galvanized; Shaft - electro-galvanized; Rollers - plainLoad Rating: 950 lbs.


Pipe Size


11⁄2"

2" 2

1⁄2" 3"

4"16"

– 13

7⁄8"14"

141⁄2"

18"13

5⁄8"14"

141⁄8"

141⁄2"

15"

20"14

1⁄8"14

1⁄2"14

3⁄4"15"

151⁄2"

24"15

1⁄4"15

1⁄2"15

7⁄8"16

1⁄8"16

5⁄8"

Use With: 16-24" pipe

Material: Brackets - steel; Roller - cast iron

Finish: Brackets - painted green or galvanized; Roller - plain


A

21⁄2"

B2"

A

31⁄4"

3"

Order By: N

o. and Finish

®

PS

19

02

– Pipe-Roller A

ssembly

Part No.

AW

t./100 pcs.

PS 1902 - 1"-2"6

3⁄4299

PS 1902 - 21⁄2"-3

1⁄2"7

1⁄2304

PS 1902 - 4"-6"8

1⁄2311

PS 1902 - 8"9

9⁄16319

Material:

Brackets and shaft - steel;

Rollers - cast iron

Finish:

Brackets - painted green or galvanized;

Shaft - electro-galvanized; Rollers - plain


PipeSize

NoInsulation


1" 1

1⁄2" 2"

21⁄2"

3" 4"

1⁄2"

PS 1902 - 1"-2"

PS 1902 - 1"-2"

PS 1902 - 1"-2"

PS 1902 - 21⁄2"-3

1⁄2"

–

–

–

3⁄4"1"

11⁄4"

11⁄2"

PS 1902 - 21⁄2"-3

1⁄2""

PS 1902 - 21⁄2"-3

1⁄2"2"

21⁄2"3"

PS 1902 - 21⁄2"-3

1⁄2"PS 1902 - 4"-6"

PS 1902 - 4"-6"PS 1902 - 4"-6"

31⁄2"4"5"

PS 1902 - 21⁄2"-3

1⁄2"PS 1902 - 4"-6"

PS 1902 - 4"-6"PS 1902 - 8"

PS 1902 - 8"6"8"

PS 1902 - 8"PS 1902 - 8"

PS 1902 - 8"

A

21⁄2"

PS

PP

– Power-Pier

8"

3"

8"

13⁄16"Part

Number

Power-Pier

Bases Qty.Description

PS PP4

Power-Pier Base Only (4 Bases &

Hardware)

PS-SPSS-6 HG4

PS PP + 4 Pcs PS 500 EH HG @ 6" Long for up to 3

1⁄2" PipePS-SPSS-10HG

4PS PP + 4 Pcs PS 500 EH HG @

10" Long for 4" to 8" PipePS-M

PDS-26HG4

PS PP + 2 Pcs PS 200 EH HG @ 26" Long for Trapeze

PS-MPDS-38HG


38" Long for TrapezePS-M

PDS-50HG4

PS PP + 2 Pcs PS 200 EH HG @ 50" Long for Trapeze

PS-MPDS-62HG


62" Long for Trapeze

The Power-Pier Rooftop support system

provides a simple

and versatile way to support and m

anage pipe, tubing, conduit, HVAC system

s, and the like. The Power-Pier

system supports w

ithout roof surface penetration and allow

s the parts to remain off the surface

PS

3373

PS

200

PS

RS

PS

606

PS

1100

PS

200P

S R

ST

hread

edR

od

PS

3373P

S 1100

PS

RS

PS

1100P

S 500

PS

1100P

S 500

PA-158

PS

200 EH

PS

606

PS

1901P

S 200

PS

RS

ELECTR

ICA

LELEC

TRIC

AL

Power-Stru

t offers a

versatile m

ean

s of

supportin

g lightin

g, con

du

its, cable a

nd

oth

er portio

ns o

f an

electrical system

. Pow

er-Strut is listed

as a

n electrica

l ra

cewa

y by U

nd

erwriters la

bora

tories

as sp

ecified

by th

e Na

tion

al E

lectric C

od

e (Article 3

84

), an

d C

SA a

pproved

in

acco

rda

nce w

ith th

e Ca

na

dia

n E

lectrical

Cod

e (Part 1

).

MATER

IAL:

Power-Strut electrical racew

ays are cold formed from

low carbon steel

and meet the requirem

ents of ASTM

A-1011 G

rade 33 in painted green or A

STM A

-653 Grade 33 in pre-galvanized m

aterial. Plain or electro-galvanized fittings conform

to the ASTM

A-635 or A

STM A

-36 standards w

hile pre-galvanized fittings meet the requirem

ents of ASTM

A-653

Grade 33.

STA

ND

AR

D LEN

GTH

S:

Standard lengths of electrical raceway are 10 and 20 feet.

The Power-Strut closure strips are available only in 10 feet lengths.

STA

ND

AR

D FIN

ISH

: Electrical racew

ay channel is available in a painted green or pre-galvanized finish. A

ll Power-Strut fittings are available in painted

green or electro-galvanized finish. Many fittings are available in pre-

galvanized.

OR

DER

ING

INFO

RM

ATIO

N:



ple.

LISTIN

GS:

UL File N

o. E27817 - Channel &

Closure Strips

UL File N

o. E27818 - Fittings C

SA File N

o. 091312

79

Finish: Painted Green or Pregalvanized Stock Length: 10' &

20' Order By: N

o., Size and Finish

®

Knock-O

ut Racew

ay*

Maxim

um N

umber of W

ires Types

AVB, FEP, FEBP, RH, RHH, RHW, RUH, RUW

, T, TW, THHN, THW

N, THW, XHHW

Solid R

aceway*

Part No.

Section Height

PS 1003

1⁄4"

PS 1502 7⁄16"

PS 2001

5⁄8"

PS 2101

5⁄8"

PS 3001

3⁄8"

PS 4001"

PS 50013⁄16"

Part No.

Section Height

PS 100 KO63

1⁄4"

PS 150 KO62

7⁄16"

PS 200 KO61

5⁄8"

PS 210 KO61

5⁄8"

PS 300 KO61

3⁄8"

PS 400 KO61"

Raceway Part

Numbers

Wt./

100 Ft.

Height of Section Inches

Wire Size AW

G*

1412

108

6

Table A – Maxim

um num

ber of conductors w

hen raceway is installed to support and

supply electric discharge type lighting fixtures w

hen raceway w

iring is suitable for at least 75 C. EXCEPTION: W

ire suitable for 60 C may

be used when clearance betw

een raceway and

fixtures is at least 1⁄2 inch.

PS 100, PS 100 K06305

31⁄4"

1010

86

4

PS 150, PS 150 K06247

27⁄16"

1010

86

4

PS 200, PS 200 K06190

15⁄8"

66

54

2

PS 210, PS 210 K06141

15⁄8"

66

54

2

PS 300, PS 300 K06170

13⁄8"

54

43

2

PS 400, PS 400 K06146

1"4

30

00

PS 50097

13⁄16"4

30

00

Table B – Maxim

um num

ber of conductors w

hen raceway is installed to support and

supply electric discharge type lighting fixtures w

hen raceway w

iring is suitable for at least 75 C and clearance betw

een raceway and fixtures

is at least 1⁄8 inch.

PS 100, PS 100 K06305

31⁄4"

1010

109

6

PS 150, PS 150 K06247

27⁄16"

1010

108

6

PS 200, PS 200 K06190

15⁄8"

1010

86

3

PS 210, PS 210 K06141

15⁄8"

1010

86

3

PS 300, PS 300 K06170

13⁄8"

1010

64

2

PS 400, PS 400 K06146

1"6

60

00

PS 50097

13⁄16"6

60

00

Table C – Maxim

um num

ber of conductors w

hen raceway is not em

ployed with fixtures

OR where the clearance betw

een the raceway

and fixtures is greater than 1⁄2 inch.

PS 100, PS 100 K06305

31⁄4"

5042

3520

13

PS 150, PS 150 K06247

27⁄16"

3629

2514

9

PS 200, PS 200 K06190

15⁄8"

2218

159

5

PS 210, PS 210 K06141

15⁄8"

2420

1710

6

PS 300, PS 300 K06170

13⁄8"

1815

137

5

PS 400, PS 400 K06146

1"11

97

43

PS 50097

13⁄16"9

76

42

Table D – CSA Certified M

aximum

number of w

ires Types R, RW

, RWU, T, TW

PS 100, PS 100 K06305

31⁄4"

1010

86

4

PS 150, PS 150 K06247

27⁄16"

1010

86

4

PS 200, PS 200 K06190

15⁄8"

88

54

3

PS 210, PS 210 K06141

15⁄8"

88

54

3

PS 300, PS 300 K06170

13⁄8"

86

53

2

PS 400, PS 400 K06146

1"4

30

00

PS 50097

13⁄16"4

30

00

*In all cases, the snap-in-cover, PS 707, is required to complete racew

ay enclosures.

Also UL Listed: PS 100 2T3, PS 150 2T3, PS 200 2T3, PS 210 2T3, PS 300 2T3, PS 400 2T3, and PS 500 2T3

Electrical

To Install Channel

To Install Fluorescent Fixture

Complete installation in m

inutes. No screw, bolts or cotter pins to lose.

1. Suspend and align P

S-2632

Channel hanger from

threaded rod at pre-determ

ined level.

2. At floor w

orking level install wiring

in channel raceway and add a

channel closure strip.

3. Lay raceway into pre-hung chan-

nel hanger. Close snap fasten-

ing door which securely locks

raceway into position.

1. Attach P

S2631 F

ixture Hanger

to fixture with quick assem

bly w

ing-nut leaving door open.

2. Hook fixture over racew

ay. C

lose snap fastening door w

hich securely locks fixture into position. P

lug in fixture.

®

Econom

y Racew

ay System

Fluorescent

In this slot-down system

the circuits run through the fixtures and only enter the channel w

here there is a break in the fixture run. A

t that point the fiber wire retainer holds w

ires in place and snap-in closure strip covers the area.

Knock-out Fluorescent R

aceway S

ystem

Listed by U

nderwriter's Laboratories, Inc. Fixture is attached

to slot-up channel with chase nipple, locknut and bushing

through knock-outs in bottom of channel. C

onduit connector fitting PS-2560 holds channel and fixture to pipe or rod.

Knock-out M

ercury Vapor Racew

ay System

Listed by Underw

riter's Laboratories, Inc. Fixture is attached to slot-up channel w

ith chase nipple, locknut and bushing through knock-outs in bottom

of channel. Conduit connector

fitting PS-2561 holds channel and fixture to pipe or rod.

Basic Fluorescent S

upport System

Slot-down channel holds fixture firm

ly in place with spring nut

and bolt. Fixtures may be added or relocated w

ithout chang-ing the basic assem

bly.

Electrical

Slot D

own M

ercury Vapor System

In this slot down system

the mercury vapor ballast is w

ired directly to the system

.

Basic M

ercury Vapor Support S

ystem

PS 3301 Clevis Hanger for use with PS 150, PS 200

In this slot up or down system

, the fixture is supported by PS-3301 clevis hanger w

hich is designed for use with both

15⁄8" and 2

7⁄16" deep channels.

Slotted S

upport System

This system is designed for m

aximum

ease of attaching fixture through slotted channel w

ith shoulder bolt and provides posi-tive alignm

ent.

Grid S

ystem

This system is used w

here fixtures are hung at right angles to Pow

er-Strut raceways and support channels. A

ny of the features of the above system

s can be adapted to this system.

Ideal for egg-crate type drop ceiling installations.


20' Order By: N

o., Size and Finish

®

PS 2

560, PS

2561

– Conduit Connector Fitting

PS

26

40

– Wire R

etainer

PS 6

55, PS

656, PS

901, PS

902, PS

930,

PS 2

580, PS

2585

– Raceway End Caps

PS 2

51

1, P

S 2

58

1 – End C

ap With K

nock-Out

Weight/100 pcs: .30 lbs.

Part No.

Use With

FinishA

Wt./100 pcs

PS 902PS 100

EG

31⁄4"

22

PS 2580PS 150

27⁄16"

18

PS 655PS 200

15⁄8"

11

PS 2585PS 210

15⁄8"

12

PS 656PS 300

13⁄8"

15

PS 901PS 400

1"11

PS 930PS 500

13⁄16"5

Assembly:

End Cap Part, 1 Machine Screw

, 1 Nut Specify 1⁄2" or 3⁄4" knock-out

Part No.

Use With

FinishA

BW

t./100 pcs

PS 2511–1PS 100

EG

31⁄4"

13⁄4"

3.1PS 2511–2

PS 200, PS 2101

5⁄8"1

3⁄4"2.7

PS 2511–3PS 300

13⁄8"

13⁄4"

2.6PS 2581

PS 1502

7⁄16"2"

3.0

Stock Size: (.060)

Assembly: Connector Fitting,

2 Nuts, 2 Bolts

Part No.

Use With

AHole

Design Load (lbs.)

Wt./100 pcs

PS 25601⁄2 Conduit"

4"7⁄8"

40036

PS 25613⁄4 Conduit"

51⁄8"

13⁄32"

20036

Material: Polypropylene

A127⁄64" 1⁄2"

B

A1⁄4" X

5⁄8" Flat H

eadM

achine Screw

andN

ut Included

Hole

A

1⁄4" X 5⁄8" F

lat Head

Machine S

crews and

Nuts Included

11⁄2"

11⁄2"

PS

26

25

– Wiring Stud N

ut

PS

80

3 – Fixture W

iring Nipple


Assembly: 1⁄2" x 2" rigid conduit nipple

Bushing Locknut

Material: Sintered Iron

Size: 1⁄2" - 14 Amer. Std, conduit thread

Part No.

AIdentification

No.PS 2625- 1⁄2

15⁄64"

121961PS 2625-2- 5⁄8

5⁄8"121960


2 1⁄8" 1.100".800"H

ole.600" D

ia.

A

13⁄8"

3⁄4"

PS

70

7, P

S 7

07

P – R

aceway C

losure StripP

S 7

07

– Alum

inum R

aceway C

losure Strip

Weight 47 Lbs./ ft.

Material/Finish:

PS 707 P - Green and gray

PS 707 - Painted green and pre-galvanized

Stock Size: (.040) GRN, (.040) PGALStock Length: 10 ft.Use W

ith: All 15⁄8" w

ide channel.

Weight 21 Lbs./ ft.

Material:

6063-T6 Alum

inum, Copper Free, Extruded

Stock Size: (.051)Stock Length: 10 ft.Use W

ith: All 15⁄8" w

ide channel

.040"

15⁄8"

15⁄8"


20' Order By: N

o., Size and Finish

Electrical

9⁄32" S

q. Hole

23⁄4"

A

5"

A

9⁄32" S

q. Hole

PS

33

01

– Mercury Vapor Fixture H

anger

PS

26

31

– Swing G

ate Fixture Hanger

PS

26

31

D – Sw

ing Gate Fixture H

anger

PS

80

7 – C

hannel Hanger

PS

26

32

– Swing G

ate Channel H

angerP

S 2

63

2D

– Swing G

ate Channel H

anger

A Dia.

Use With

9⁄16"1⁄2" Rod

7⁄8"1⁄2" Conduit

Finish: Electro-galvanized

Use With: PS 200, PS 210, PS 300, PS 400 and PS 500



A Dia.

Use With

9⁄16"1⁄2" Rod

7⁄8"1⁄2" Conduit


Use With: PS 100, PS 150, PS 200 2T3, and PS 210 2T3




Use With: PS 200, PS 210, PS 300, PS 400 and PS 500


Note: Includes Bolt and W

ing Nut for connection to fluorescent fixtures.

Use With: PS 100, PS 150, PS 200 2T3, PS 210 2T3


Note: Includes Bolt and W

ing Nut for connection to fluorescent fixtures.





Note: W

ashers supplied to adapt to 3⁄8" or 1⁄2" rod


31⁄8"

9⁄16"5"

9⁄16"

63⁄4"

Hole S

ize1

1⁄16"

5"

111⁄16"

15⁄8"


Stock Size: 1⁄4"

Use With: PS 150, PS 200, PS 210

Note: Supports fixture in slot up or dow

n system.


20' Order By: N

o., Size and Finish

®

PS

65

9 – C

hannel Hanger

PS

65

8 – C

hannel Hanger



Note: W




Use With: PS 200, PS 210, PS 300


Note: W


25⁄8"1

11⁄16"1

5⁄8"

31⁄8"1

11⁄16"1

5⁄8"

PS

70

2 D

– Fluorescent Fixture Hanger

PS

70

3 D


PS

26

36

– Fixture Stud Nut

PS

26

37

– Fixture Nut

PS

70

2 – Fluorescent Fixture H

angerP

S 7

03



Size: 1⁄4" x 20 thread, 11⁄4" long

Size: Tapped for 1⁄4" - 20 thread



Hanger provides more than 1⁄2" space

between channel and fixtures.

Use hanger for PS 200, PS 210 & PS 300.





Use hanger for PS 200 & PS 210.




Use hanger for PS 150.




Hanger provides more than 1⁄8"

space between channel and fixtures.

Use hanger for PS 150.


11⁄8"

1⁄2"

5⁄16"1

7⁄16"

1⁄4 " X 1" R

HM

S and

Sq. N

ut Included

15⁄8"

27⁄16"

9⁄32" Dia. H

ole

15⁄8"

13⁄4"

1⁄4" X 3⁄4"

Carriage B

oltand S

q. Nut Included

1⁄4" X 1" R

HM

S and

Sq. N

ut Included

1⁄4" X 1" R

HM

S and

Sq. N

ut Included

15⁄8"

31⁄4"

9⁄32" Dia. H

ole

15⁄8"

29⁄16"

1⁄4" X 3⁄4"

Carriage B

oltand S

q. Nut Included

1⁄4" X 1" R

HM

S and

Sq. N

ut Included


20' Order By: N

o., Size and Finish

Electrical

PS

26

60

– Junction Box

PS

26

62

A – H

ub Assem

bly

PS

26

61

– Junction Box C

over


Assembly: 1 Hub, 2 Screw

s, 1 Bolt, 1 Nut

Note: Add hub assemblies to the basic PS 2660 unit

assembly to m

ake 1, 2, 3 ot 4-way junction box.

Identification No. 122022


Note: Add hub assem

blies PS 2662-A to m

ake 1, 2, 3 or 4-way junction box.



111⁄16"

3"

2"

PS

2660Junction B

ox

PS

2662 A, H

ub

PS

200C

hannel

21⁄4"

4"

4"

43⁄16"

43⁄16"

PS

26

21

– Conduit Sw

ing Fitting

15(.08

)

2"

PS xxx For 1⁄2" Rigid C

onduitPS xxx For 3⁄4" R

igid Conduit

1⁄4" X 3⁄4" Slotted Hex H

eadScrew

s and Nuts Included

15(.08

)

Ground W

ire

2 Holes

9⁄32"

2"2"

4 13⁄16"

3⁄16"

BushingN

ot Included


Design Load: 300 Lbs

Note: C

onduit hanger fittings allow a free sw

ivel of 15° in

one direction. Fitting m

ay be mounted to the slot side of the

channel or to the back

PS 2660

11⁄2"

41⁄8"

2 Screw

s andC

hannel Nuts

4"

PS

20

94

– 4" Receptacle B

ox With K

nock-outs

PS

26

39

– Outlet B

ox


Stock Size: (.075)

Assembly: 1 Box, 2 Screw

s, 2 Channel Nuts


Stock Size: (.075)

Assembly: 1 Box, 2 Screw

s


20' Order By: N

o., Size and Finish

®

PS

67

1 – Strut Suspension M

ember


17⁄8"

11⁄16"

121⁄32"

325⁄32"

PS

28

00

– Inside Strut JoinerP

S 2

80

2 – “Elbow

” Inside Strut Joiner

PS

28

01

– “T” Inside Strut JoinerP

S 2

80

3 – “C

ross” Inside Strut Joiner




Material: Cast alum

inum

Jam screw

s included


Material: Cast alum

inum

Jam screw

s included

Material: Cast alum

inum

Jam screw

s included

Material: Cast alum

inum or electro-galvanized

Jam screw

s included

Note: electro-galvanized is not UL Listed

PS

27

00

– Inside Strut Joiner

Material: Extruded alum

inum

Jam screw

s included


PS 500, PS 520,PS 560

PS 6

49

, PS 6

93

, PS 6

94

, PS 8

05

, PS 9

42

, PS 2

58

2 – Electrical Joiner

Part No.

AUse W

ithFinish

Wt./100 pcs

PS 805

15⁄8"

PS 100EG, GRN

106

PS 2582PS 150

EG103

PS 649PS 200, PS 210

EG, GRN

100

PS 6941

3⁄8"PS 300

97

PS 6931

1⁄16"PS 400

97

PS 94213⁄16"

PS 500, PS 52080

Stock Size: (.060)

Assembly: 1 Splice Plate Clevis (GRN),

1 Tapped Plate (EG), 1 Backplate (GRN), 4 Flat Head M

achine Screws (EG).

63⁄4"

A1⁄4" X

5⁄8" Flat H

ead Machine S

crews

and 4 Hole S

plice Plate N

ut Included

14 Gage

Threaded

Plate N

ut


20' Order By: N

o., Size and Finish

Electrical

PS

76

0 – B

us Duct C

onnection Clevis


A

17⁄8"

1⁄2"13⁄16"

PS

15

00

– Porcelain Cable R

ack InsulatorsP

S 1

51

0 – M

aple Cable Saddle

PS

79

1 – Electrical B

ox Adapter Plate

PS

26

27

– Spacer Clevis


Stock Size: (.060)

Assembly: 1 Plate, 2 Screw

s, 2 Channel Nuts


Material: 12 gage

Cable Size

AB

Wt./100 pcs

0"– 1"3"

13⁄4"

311" – 1

1⁄2"3

1⁄2"2"

381

1⁄2"– 2"4"

21⁄4"

472"– 2

1⁄2"4

1⁄2"2

1⁄2"57

21⁄2" – 3"

5"2

3⁄4"68

3"– 31⁄2"

51⁄2"

3"80

31⁄2" – 4"

6"3

1⁄4"94

Use With: All 1

5⁄8" Channel

Assembly:

M

aple Part, 1 Spring Nut,

1 Flat Head Screw

Note: Specify Cable Diameter

Cable Diam

eterA

Wt./100 pcs

3"3"

75

41⁄2"

4"95

Use With: All 1

5⁄8" channel

61⁄4"

3 Knockouts

7⁄8" Dia.

115⁄16"

13⁄16"

115⁄16"

1⁄4" X 5⁄8" F

lat Head

Machine S

crews and

Nuts Included

2"1

21⁄32"

7⁄8" DIA

.

2"

4"

1⁄8"

Flourescent F

ixture

A1

5⁄8"

B

Hole S

izeA

PS

18

01

– Square Maple C

able Clam

ps

Inside Diam

eter Size

A & B

Wt./100 pcs

0"– 1"3

1⁄2"84

1"– 11⁄2"

4"102

11⁄2"– 2"

41⁄2"

121

2"– 21⁄2"

51⁄2"

165

21⁄2" – 3"

6"189

3"– 31⁄2"

61⁄2"

215

31⁄2"– 4"

7"243

Use With: All 1

5⁄8" Wide Channels.

Assembly: M

aple Part, 2 Stud Bolts, 2 Washers,

2 Spring Nuts, 2 Square Nuts

Note: Special maple clam

ps can be made to order.

Specify Cable Diam

eter.

Hole S

ize

A1

5⁄8"

B

Part No.

Outside W

idthInside W

idthW

t./100 pcs

PS 760–12

13⁄32"1

29⁄32"57

PS 760–23

25⁄32"3

9⁄32"73

PS 760–34

3⁄4"4

1⁄4"84


20' Order By: N

o., Size and Finish

®

PS

72

2 – Porce -A

- Clam

p™

Part No.

Hole Size

AB

Wt./100 pcs

PS722 3⁄8"3⁄8"

17⁄8"

115⁄32"

25PS722 1⁄2"

1⁄2"PS722 5⁄8"

5⁄8"PS722 3⁄4"

3⁄4"

23⁄8"

21⁄32"

37PS722 7⁄8"

7⁄8"PS722 1"

1"PS722 1

1⁄8"1

1⁄8"PS722 1

1⁄4" 1

1⁄4"

27⁄8"

217⁄32"

58PS722 1

3⁄8"1

3⁄8"PS722 1

1⁄2"1

1⁄2"PS722 1

5⁄8"1

5⁄8"PS722 1

3⁄4"1

3⁄4"

4"3

5⁄8"76

PS722 17⁄8"

17⁄8"

PS722 2"2"

PS722 21⁄8"

21⁄8"

PS722 21⁄4"

21⁄4"

41⁄2"

41⁄8"

90PS722 2

3⁄8"2

3⁄8"PS722 2

1⁄2"2

1⁄2"PS722 2

5⁄8"2

5⁄8"PS722 2

3⁄4"2

3⁄4"

51⁄8"

45⁄8"

109PS722 2

7⁄8"2

7⁄8"PS722 3"

3"PS722 3

1⁄8"3

1⁄8"PS722 3

1⁄4"3

1⁄4"

61⁄8"

511⁄32"

130PS722 3

3⁄8"3

3⁄8"PS722 3

1⁄2"3

1⁄2"PS722 3

5⁄8"3

5⁄8"PS722 3

3⁄4"3

3⁄4"

71⁄4"

63⁄4"

160

PS722 37⁄8"

37⁄8"

PS722 4"4"

PS722 41⁄8"

41⁄8"

PS722 41⁄4"

41⁄4"

PS722 43⁄8"

43⁄8"

PS722 41⁄2"

41⁄2"

Porce –A– Clamp™

ANSI/NFPA 70.

Replaces the two piece PS 723 Porcelain Cable Clam

p

Includes: Everdur Hardware

Patents Pending

Strap Material: Electro-galvanized steel or stainless steel

Use With: All 1

5⁄8" channel

Temperature Range: -50°F to +275°F

Hole S

ize

A

B

PS

16

10

– Maple C

able Clam

p

Inside Diam

eterA

PS 1100 Size

Wt./100 pcs

0 to 5⁄8"

15⁄16"

1"24

1⁄2 to 1"1

15⁄16"1

1⁄2"42

3⁄4 to 11⁄2"

23⁄8"

2"54

11⁄4 to 1

3⁄4"3

1⁄2"3"

65

11⁄2 to 2

1⁄4"4"

31⁄2"

84

2 to 21⁄2"

41⁄2"

4"107

21⁄4 to 3"

59⁄16"

5"123

3 to 4"6

5⁄8"6"

163

Use With: All 1

5⁄8" Wide Channel

Assembly: M

aple Part, Pipe Clamp Assem

bly

Note: Specify Cable Diameter

Hole S

ize

A

CO

NC

RETE IN

SER

TSC

ON

CR

ETE INSER

TS91

A selectio

n o

f hea

vy-du

ty to ligh

t-du

ty “co

ntin

uou

s” an

d “sp

ot” co

ncrete in

serts is a

vaila

ble fo

r use in

pre-ca

st, pre-

stressed o

r pou

red-in

-pla

ce con

crete fl

oors, w

alls o

r ceilings.

MATER

IAL:

Power-Strut continuous slotted concrete inserts are cold form

ed from

structural quality strip steel.

STA

ND

AR

D LEN

GTH

S:

Standard lengths are 10 or 20 feet. Non-standard lengths from

3 inches to 20 feet are also available.

STA

ND

AR

D FIN

ISH

: Pow

er-Strut continuous-slotted concrete inserts are available in plain or pre-galvanized finishes. C

losure strips (CS) are m

ade of plastic and end caps (EC

) are pre-galvanized.

OR

DER

ING

INFO

RM

ATIO

N:



ple.

Finish: Plain, Hot-D

ipped Galvanized, or Pregalvanized Stock Length: 20', O

ther lengths made to order

Stock Thickness: .105 (12 ga.) Order By: N

o., Size, Length and Finish

®

PS

34

9 – C

ontinuous Concrete Insert (1

5⁄8" x 13⁄8")

8"

PS

6151

3"

>2"

2 7⁄8"

PS

6531"

2"1⁄8"

PS

656

2 7⁄8" 1 1⁄2"

1 5⁄8"

12 Ga.

13⁄16"

PS

6151

1 3⁄8"

Choice of end cap is based on the distance from the end of the insert to the first

anchor as shown below

.

Furnished with steel end caps and plastic closure strips installed

Part No.

End CapW

t./100 pcs - PLN

Load Data*

87

*uniform recom

mended

psi concrete.

PS

65

4 – Type 'B

' End Cap

PS

65

3 – Type 'B

' End Cap

Finish: Finish:

3"P

S 300, P

S 349

27⁄8"

PS

400, PS

449

PS

11

54

– Splice Connection

Use With:

15⁄8"

Finish: Plain, Hot-D

ipped Galvanized, or Pregalvanized Stock Length: 20', O

ther lengths made to order

Order By: N

o., Size, Length and Finish

Concrete Inserts

PS

44

9 – C

ontinuous Concrete Insert (1

5⁄8" x 1")

Part No.

End CapW

t./100 pcs - PLN

Load Data*

*uniform recom

mended

psi concrete.

Choice of end cap is based on the distance from the end of the insert to the first

anchor as shown below

.

Furnished with steel end caps and plastic closure strips installed

8"

21⁄2"

11⁄2"

15⁄8"

12 Ga.

13⁄16"

PS

6151

1"

PS

6151

27⁄8"

>2"

2 1⁄4"

PS

6541"

2"1⁄8"

PS

901

PS

65

6, P

S 9

01

– Type 'A' End C

ap P

S 6

15

1 – Plastic C

losure Strip

Part No.

Use With

InsertFinish

Wt./100 pcs8

Material:

Stock Length:

Use With:

⁄8

.040"

11⁄16"

®

PS

37

00

– Concrete D

eck Insert

Part No.

Load Rating

Wt./100 pcs

⁄8⁄⁄8

Note:

and plate is plain.

4"

6"

8" 11⁄2"

9⁄16"

13⁄32" Hole

11⁄4"

Jam N

utR

ecomm

ended

PS

28

5 – Light W

eight Concrete Insert

Part No.

Rod Size

Load Rating

Wt./100 pcs

⁄⁄

⁄8⁄8

⁄⁄

Finish:

2"

21⁄4" 3"

15⁄8"

PS

28

5 N

– Concrete Insert N

ut (for use with PS 285)

Part No.

Rod Size

AW

t./100 pcs

⁄⁄

⁄8⁄7⁄

⁄87

Finish:

13⁄16"

A

PS

68

0 – C

oncrete Deck Insert

6"

4"

2"

11⁄4"

9⁄16"

13⁄32"H

OLE

TE

NS

ION

SH

EA

R SE

TT

ING

SC

RE

WS

EM

BE

D

JAM

NU

TO

PT

ION

AL

41⁄2 "

RIB

WID

TH

5"

2"

6"

3"

3"

Part No.

Tension Load Rating/Lbs

Shear Load Rating/Lbs

Wt./100 pcs

⁄8⁄⁄8

PS

15

2 – Screw

Concrete Insert

Part No.

Rod Size “A”

BC

DE

E1

FLoad

RatingW

t./100 pcs

⁄8⁄8

⁄⁄

⁄⁄8

⁄8⁄

⁄

⁄8⁄8

7⁄⁄8

⁄⁄

⁄8⁄

⁄⁄

7⁄7⁄8

7⁄8

Material: M

alleable Iron

Finish: Black

F

D

C

A

B

E1E

JUN

IOR

CH

AN

NEL

JUN

IOR

CH

AN

NEL9

5

Power-Stru

t jun

ior ch

an

nel sectio

ns

are co

ld fo

rmed

from

prim

e qu

ality

cold

rolled

steel. Jun

ior ch

an

nel fi

ttings

are p

un

ched

from

hot ro

lled,

pick

led a

nd

oiled

steel.

STA

ND

AR

D LEN

GTH

S:

Standard length is 10 feet at a tolerance of ±1⁄16 inches.

Shorter lengths are available for a small cutting charge.

STA

ND

AR

D D

IMEN

SIO

NS FO

R FITTIN

GS:

Fitting Thickness:

1⁄8"

Fitting Width:

13⁄16"

Hole D

iameter:

9⁄32"

Hole Spacing:

11⁄16" on centers and 13⁄32" from end.

STA

ND

AR

D FIN

ISH

: PS 600J and PS 700J junior channels are available in a galvanized or painted green finish. A

ll junior channel fittings are available in electro-galvanized finish.

OR

DER

ING

INFO

RM

ATIO

N:



ple.

Finish: Electro-galvanized Stock Width: 13⁄16" Stock Thickness: 1⁄8" Stock Length: 10'

Order By: N

o., Size and Finish Hole Spacing: 13⁄32" from

end, 11⁄16" on center H

ole Diam

eter: 9⁄32"

®

PS

60

0J

– Channel ( 13⁄16" x 13⁄16" x 19 ga.)

Y

X

7⁄16"3⁄16"

3⁄16"

13⁄16"

13⁄16"

3⁄32".463"

.350"



ultiply corresponding deflection by 0.8. This load table is based on a solid channel section.

BEA

M LO

AD

ING

– PS 600J

ELEMEN

TS OF SEC

TION

Weight

(lbs./100 ft.)

Area ofSection(Inch

2)

X-X AxisY-Y Axis

Mom

entof Inertia

(Inch4)

SectionM

odulus(Inch

3)

Radius ofGyration

(Inch)

Mom

entof Inertia

(Inch4)

SectionM

odulus(Inch

3)

Radius ofGyration

(Inch)

360.107

0.0090.020

0.2950.012

0.0290.333

Span (in)

Max

Allowable

Uniform

Load (lbs)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

18230

0.06230

230180

24170

0.11170

150100

30140

0.18130

10070

36110

0.2490

7050

42100

0.3570

5030

4880

0.4250

4030

5480

0.6040

3020

6070

0.7230

2020

CO

LUM

N LO

AD

ING

– PS 600J

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face (lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

18600

1,6601,400

1,100860

24490

1,3001,010

740590

30420

990740

560450

36340

770590

450370

42300

630490

380310

48260

540420

330270

54240

470370

290**

60210

410330

****

** KL⁄r>200



loading.

PS 4

017

– Junior Channel NutsPS

3017

– Junior Channel Nuts

SizeW

t./100 pcs

8-321

10-321

10-241

1⁄4"1

Use With: PS 600J channel

SizeW

t./100 pcs

8-321

10-321

10-241

1⁄4"1

Use With: PS 700J channel

PS

20

29

– End Cap

Use With: PS 600J


Finish: Electro-galvanized Stock Width: 13⁄16" Stock Thickness: 1⁄8" Stock Length: 10'

Order By: N

o., Size and Finish Hole Spacing: 13⁄32" from

end, 113⁄32" on center H

ole Diam

eter: 9⁄32"

Junior Channel

PS

70

0J

– Channel ( 13⁄16" x 13⁄32" x 19 ga.)7⁄16"

3⁄16"13⁄16"

3⁄16"

3⁄32"

.243"

.163"

1 3⁄32"X

Y


** KL⁄r>200



loading. For concentrated load at center of span, divide uniform load by 2 and

multiply corresponding deflection by 0.8. This load table is based on a solid

channel section.

BEA

M LO

AD

ING

– PS 700J

ELEMEN

TS OF SEC

TION

Weight

(lbs./100 ft.)

Area ofSection(Inch

2)

X-X AxisY-Y Axis

Mom

entof Inertia

(Inch4)

SectionM

odulus(Inch

3)

Radius ofGyration

(Inch)

Mom

entof Inertia

(Inch4)

SectionM

odulus(Inch

3)

Radius ofGyration

(Inch)

250.074

0.0020.007

0.1500.007

0.0170.307

Span (in)

Max

Allowable

Uniform

Load (lbs)

Defl. at Uniform

Load (in)


Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

1880

0.1260

5030

2460

0.2240

3020

3050

0.3620

2010

3640

0.5020

1010

CO

LUM

N LO

AD

ING

– PS 700J

UnbracedHeight (in)

Max.

Allowable

Load at Slot Face

(lbs)

Maxim

um Colum


K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

18420

1,200990

720510

24330

900640

410280

30260

620410

****

36200

430280

****

PS

20

13

– Square Washer


13⁄16"

PS

20

15

– Three-Hole Splice Plate

PS

20

14

– Two-H

ole Splice Plate



17⁄8"

215⁄16"

PS

20

33

– Flat Angle Plate

PS

20

34

– Tee PlateP

S 2

01

6 – Four-H

ole Splice Plate




4"1

7⁄8"

17⁄8"

17⁄8"

215⁄16"

®

9⁄32" Dia. H

ole

Tubing Size

PS

700J

PS

20

08

– Two-H

ole Corner A

ngleP

S 2

01

7 – Tw

o-Hole C

orner Angle

PS

20

18

– Three-Hole C

orner Angle

PS

20

25

– Three-Hole C

orner Angle

PS

20

24

– Four-Hole C

orner Angle

PS

20

19

– Four-Hole C

orner Angle

PS

20

37

– Three-Hole C

orner Angle

PS

20

23

R or L

– Four-Hole

Shelf Bracket









Note: Specify R (right) or L (left) w

hen ordering

Right Hand Illustrated

15⁄16"

11⁄8"

13⁄16"11⁄4"

2"

11⁄8 "

25⁄16"

27⁄32"

11⁄4"

17⁄8"

23⁄16" 2"

25⁄16" 1

7⁄8"27⁄32"2

5⁄16" 17⁄8"27⁄32"

PS

20

10

– Zee Support

Weight/100 pcs: 7 lbs

Use With: PS 600J

11⁄16"

13⁄16"

PS

20

26

–Zee Support

Use With: PS 700J


13⁄32"13⁄32"

17⁄8"

PS

20

11

– "U" Support

Use With: PS 600J


27⁄32"

215⁄16"

13⁄16"

PS

20

41

– Tubing Clam

ps

Size Tubing O.D.

Wt./100 pcs

1⁄4"

23⁄8"1⁄2"5⁄8"3⁄4"

37⁄8"1"

PO

WER

-AN

GLE

®PO

WER

-AN

GLE

®99

A co

mplete su

pport system

tha

t's versatile,

econ

om

ical a

nd

easy to

use.

No d

rilling, w

eldin

g or

specia

l tools n

ecessary.

Fast, effi

cient b

olt-to

gether

con

structio

n

Ea

sy to ch

an

ge an

d a

dju

st

STA

ND

AR

D LEN

GTH

S:

Standard lengths are 10' and 12'. Slotted angle is shipped in ten-piece bundles com

plete with 75 pieces of 3⁄8" - 16 x 3⁄4" hex head bolts and 3⁄8"

nuts.

STA

ND

AR

D FIN

ISH

: A

vailable in two durable, long-lasting finishes;

pre-galvanized or Power–G

reen™.

OR

DER

ING

INFO

RM

ATIO

N:



ple.

®

Finish: Pregalvanized or Acrylic G

reen Stock Thickness: .075(14 ga.) Stock Length: 10 & 12 Feet

Order By: N

o., Length and Finish

®

PA

15

8 – Light D

uty

(15⁄8" x 1

5⁄8" x 14 ga.)PA

23

8 – M

edium D

uty

(15⁄8" x 2

3⁄8" x 14 ga.)

15⁄8" 1

5⁄8"1

1⁄2"

3⁄4"3⁄4"

23⁄8"

15⁄8"

11⁄2"

3⁄4"3⁄4"

31⁄8"

15⁄8"

11⁄2"

3⁄4"3⁄4"

PA

31

8 – H

eavy Duty

(1

5⁄8" x 31⁄8" x 12 ga.)

PA

1G

P – G

usset Plate

PA

1S

C – Sw

ivel Caster

PA

1R

C – R

igid Caster

PA

1S

NB

– Serrated Nuts &

Bolts

PA

1R

P – Slotted Strap






Weight/100 ft.: 66 lbs.



Note: Includes Serrated Nuts & Bolts

(Package of 75 nuts and 75 bolts)

®

Power-Angle®

3'-6''M

ax.

Beam

Load Calculations

The beam loading depends on w

hich slotted angle is used and the m

anner in which the beam

is constructed. The diagrams on the

next page show how

individual slotted angle components can be

combined to form

a beam. The loading for each beam

configu-ration is show

n in the beam loading tables on the follow

ing pages.

Exam

ple - Lo

ad “A

”

Load “A” is supported by tw

o 48" sections of PA

-238 (1

5⁄8" x 23⁄8"). The 48" row

of Table 2 (page 103) indicates w

hat each beam configuration

will support. Since the colum

ns are sorted from

lowest to highest

load, the first configuration that satisfies the requirem

ent is "J" w

hich will support 1,110 lbs.

Exam

ple - Lo

ad “B

”

Load “B” is supported by two 36"

sections of PA-238 (1

5⁄8" x 23⁄8").

The 36" row of Table 2 (Page 103)

indicates what each beam

configu-ration w

ill support. Since the columns

are sorted from low

est to highest load, the first configuration that satis-fies the requirem

ent is "I" which w

ill support 1,100 lbs.

Exam

ple - Lo

ad “C

”

Load “C” is supported by all four

beam sections. The load is distributed

uniformly on tw

o 3' and two 4' beam

s w

hich total 14' of supporting beam

length. Dividing the 1,000 lb. load by

14-feet equals 72 lbs. per foot. Using

the two longest (w

eakest) lengths, calculate the total w

eight as follows:

2 (beam

s) x 4' (leng

th) x 72 lb

s./ft. = 576 lb

s. total w

eigh

t

The 36" row of Table 2 (Page 103) indicates w

hat each beam

configuration will support. Since the colum

ns are sorted from low

-est to highest load, the first configuration that satisfies the require-m

ent is "H" w

hich will support 680 lbs. and is adequate for this

requirement. The 3-foot beam

s configured in the same m

anner w

ill support the load because they are shorter and stronger.

4'

1,000 LBS.

A

3'

4' 3'

1,000 LBS.

B

4'

1,000 LBS.

C

3'

Transverse Stiffeners

When supporting concentrated loads, the

capacity of a pair of slotted-angle beams

can be increased by the addition of transverse stiffeners. These should be placed im

mediately

under the load bearing point. The slotted-angle segm

ent used as the stiffener is bolted into place using a m

etal connector at each junction.

Beams that are 6' long or less require only one stiffener in the

center of the span. Seven-foot beams need tw

o stiffeners placed 2' from

each end. Eight-ffot beams require tw

o stiffeners 2'6" from

the ends. For beams w

ith a nine-foot span, it is necessary to have three stiffeners at 2'3" intervals. Ten-foot beam

s need three stiffen-ers w

ith 2'6" spacings.

For maxim

um effectiveness, transverse stiffeners should never be

spaced more than 3'6" apart.

Note: All loads based on actual physical testing. Documentation available on

request.

Colum

n Load Calculations

Colum

n sections are calculated as described in the following ex-

ample: (A

ssumes use of PA

-238 15⁄8" x 2 5⁄8", m

aterial.)

Since all load areas are supported equally by the 4-columns, the

calculations are based on a single-colum

n section.

Section MN

is one-fourth of “X”, or 250 pounds. C

olumn

section NP supports one-

fourth of “Y” (250 pounds) plus the load supported by M

N, or a total of 500

pounds. Section PQ sup-

ports one-fourth of “Z” (250 pounds) plus the 500 pound load on section N

P, or a total of 750 pounds.

Colum

n loads are based on free and unbraced colum

n lengths. Since M

N, N

P and PQ

are each 3' long, the load requirem

ent is for a 36" section that w

ill bear 750 pounds safely. A reference to Table 5

(Page 104) indicates that all sections designated “A” w

ill support 2,280 lbs. and m

eet the necessary requirements.

Note: To simplify assem

bly, we recom

mend using the sam

e size material as

for the horizontal mem

bers. This would be found in Table 2 to m

atch the 14 gauge 1

5⁄8" x 25⁄8" m

aterial selected for the beams of this structure.

X1,000 LBS.

Y1,000 LBS.

Z 1,000 LBS.

MNP

Q

3'

3'

3'

®



Order By: N


®

Beam

Configurations

(See corresponding letters in table on following page for load data)

G – Two Single Pieces (Up)

Beam

Configurations W

ith Stiffeners

(See corresponding letters in table on follow

ing page for load data)

R – I-Sections w/Stiffener

P – Single Pieces w/Stiffner

Q – T-Sections w/Stiffener

R – Z-Sections w/Stiffener

H – Two Single Pieces (Level)

I – Two Single Pieces (Dow

n)

J – Two Z-Sections

K – Two Narrow

ChannelsL – Tw

o Broad Channels

M – Tw

o T-SectionsN – Tw

o I-SectionO – Tw

o J-Sections

®



Order By: N


Power-Angle®

* Based on simple beam

condition with uniform

loads on parallel beams.

To determine concentrated load capacity at m

id-span, multiply uniform

load by 0.5.

Beam

Loads PA

15

8 – Light D

uty (15⁄8" x 1

5⁄8" x 14 ga.)

Beam

Loads PA

23

8 – M

edium D

uty (15⁄8" x 2

3⁄8" x 14 ga.)

Beam

Loads PA

31

8 – H

eavy Duty (1

5⁄8" x 31⁄8" x 12 ga.)

Beam Span (Inches)

Beam Configuration (See Previous Page) - Beam

Load in Pounds*G

HI

PJ

LR

MK

QO

N24

7001,020

1,6601,740

2,2203,170

3,2303,490

3,5903,630

6,0607,560

36460

6801,100

1,1601,480

2,1102,150

2,3202,390

2,4204,040

5,040

48350

510830

8701,110

1,5801,620

1,7401,800

1,8103,030

3,780

60280

410660

700890

1,2701,290

1,3901,440

1,4502,420

3,020

72230

340550

580740

1,0601,080

1,1601,200

1,2102,020

2,520

84290

470500

630910

9201,000

1,0301,040

1,7302,160

96260

410440

550790

810870

900910

1,5201,890

108490

700720

770800

8101,350

1,680

120440

630650

700720

7301,210

1,510

Beam Span (Inches)

Beam Configuration (See Previous Page) - Beam

Load in Pounds*

GH

IP

JL

RM

KQ

ON

241,790

1,6104,300

4,9606,520

7,9108,070

9,9209,990

10,17014,600

16,120

361,200

1,0702,870

3,3104,350

5,2705,380

6,6106,660

6,7809,730

10,750

48900

8102,150

2,4803,260

3,9504,030

4,9604,990

5,0807,300

8,060

60720

6401,720

1,9802,610

3,1603,230

3,9704,000

4,0705,840

6,450

72600

5401,430

1,6502,170

2,6402,690

3,3103,330

3,3904,870

5,370

84460

1,2301,420

1,8602,260

2,3002,830

2,8502,910

4,1704,610

96400

1,0801,240

1,6301,980

2,0202,480

2,5002,540

3,6504,030

1081,100

1,4501,760

1,7902,200

2,2202,260

3,2403,580

120990

1,3001,580

1,6101,980

2,0002,030

2,9203,220

Beam Span (Inches)

Beam Configuration (See Previous Page)

Beam Load in Pounds*

GH

IP

LR

M24

550830

830920

1,6001,700

1,840

36370

560560

6101,070

1,1301,230

48280

420420

460800

850920

60220

330330

370640

680740

72180

280280

310530

570610

84240

240260

460490

530

96210

210230

400430

460

108360

380410

120320

340370

Table 1

Table 2

Table 3

®



Order By: N


®

Co

lum

n S

ection

s

(See corresponding letters in table on

for load data)

A – Single Piece

D – Dual Channel Section

B – T-Section B – Broad Channel Section

B – Narrow

Channel Section C – Uneven T-Section

C – Uneven Channel Section

D – T-Channel Section

D – T-Channel Section

E – I-Section F – Uneven I-Section

PA

15

8 – Light D

uty (15⁄8" x 1

5⁄8" x 14 ga.)

PA

23

8 – M

edium D

uty (15⁄8" x 2

3⁄8" x 14 ga.)

PA

31

8 – H

eavy Duty (1

5⁄8" x 31⁄8" x 12 ga.)

Colum

n Load

Column Load in Pounds*

Column Height (Inches)

Column Sections (See Left Side of Page)

AB

CD

EF

36"2,280

4,7604,940

7,2709,520

9,865

48"1,970

4,4904,680

6,9208,970

9,330

60" 1,520

3,9954,310

6,3707,990

8,620

72" 1,070

3,1403,870

5,8406,280

7,715

84"660

2,3403,665

4,9304,660

6,740

96"1,750

2,7003,850

3,5005,365

108"2,060

2,8704,115

120"1,610

2,6903,210

* Column Loads are concentric w

ithout intermediate lateral support.



Column Sections (See Left Side of Page)

AB

CD

EF

36"3,470

7,9708,770

12,56015,940

17,550

48"2,870

7,3608,580

11,97014,750

17,150

60" 1,970

6,5708,180

11,36013,160

16,360

72" 1,280

5,2707,690

10,48010,560

15,360

84"3,670

6,9709,470

7,37013,970

96"2,580

6,2608,370

5,17012,570

108"5,460

6,88010,970

120"4,460

5,3708,960



Column Sections

(See Left Side of Page)

AB

36"1,450

3,850

48" 1,150

3,500

60" 950

3,000

72"750

2,500

Table 4

Table 5

Table 6

FIBER

GLA

SS

FIBER

GLA

SS10

5

Th

e insta

llatio

n o

f fib

erglass

cha

nn

el an

d a

ccessories is sim

ilar

to th

e insta

llatio

n o

f meta

llic ch

an

nel a

nd

accesso

ries. All

stan

da

rd in

stalla

tion

pra

ctices a

nd

pro

cedu

res apply. In

genera

l, sp

ecial h

an

dlin

g is not req

uired

. Fa

brica

tion

of A

ickin

strut

com

pon

ents req

uires ju

st three

simple o

pera

tion

s; cuttin

g, drillin

g a

nd

sealin

g.

®

AICKINSTRUT FABRICATIONThe installation of fiberglass channel and accessories is sim

ilar to the installation of m

etallic channel and accessories. All standard

installation practices and procedures apply. In general, special handling is not required. Fabrication of A

ickinstrut components

requires just three simple operations; cutting, drilling and sealing

as described below.

Cuttin

g – C

utting can be accomplished w

ith a wide

variety of saws. H

and held saws, such as hack saw

s (24 to 32 teeth per inch) are suitable w

hen a few num

ber of cuts are required. For frequent cutting, a circular pow

er saw

with a carbide-tipped m

asonry blade yields the best results and the greatest num

ber of cuts. When using a

power saw

, dust filter masks, gloves and long sleeve cloth-

ing should be worn.

Drillin

g – A

ny standard twist bit, even w

hen used with

battery-powered drills w

ill work w

ell. Carbide-tipped drill

bits are recomm

ended.

Sealin

g – To protect against future m

igration of cor-rosive elem

ents into the cut sections, all cuts and holes should be properly sealed using A

ickincoat or Aickinzap.

LABOR SAVINGSA

ickinstrut fiberglass structural mem

bers can be cut and drilled at a m

uch faster rate than steel. Typically, fiberglass can be fabricat-ed in less than half the tim

e. As a result, substantial labor savings

will be realized. A

lso, Aickinstrut products average 1⁄3 the w

eight of their steel counterparts, m

aking them m

uch easier to handle on the job site.

RELATIVE MATERIAL COSTS

Aickinstrut m

aterials are advantageously priced relative to special-ty m

etals traditionally used in corrosive environments. A

ickinstrut, even though slightly m

ore expensive than pre-galvanized channel, can be used w

ith the knowledge that it w

ill not have to be main-

tained regularly or replaced after a brief time. Should pre-galva-

nized channel have to be replaced once, its cost far outweighs the

expense of doing the initial installation with A

ickinstrut.

MATERIAL

The finished Aickinstrut application w

ill utilize a combination of

materials from

the following resin fam

ilies:

Material C

od

e M

aterial

E

P

VC

(extruded)

P

P

olyester (pultruded)

V

V

inyl ester (pultruded)

P

U

Polyurethane (injection m

olded)

P

P

Polypropylene (injection m

olded)

N

N

ylon (injection molded)

The ability of each material to handle high and low

temperatures,

chemical exposures and static loads is covered in each of the fol-

lowing sections. By using these criteria, you w

ill be able to select the optim

al Aickinstrut C

hannel, Fittings and Accessories for your

particular applications.

OPERATING ENVIRONMENT

In order to design an Aickinstrut system

for your application, consideration should be given to the m

aximum

operating condi-tions. These “w

orst case” conditions will determ

ine which type of

Aickinstrut m

aterials are best suited for your application. The three “w

orst case” operating conditions to consider are:

Temperature

Chem

ical Environment

Loading

Tempera

ture R

anges – A

ickinstrut is supplied in six different m

aterials covering distinct temperature ranges. M

aterials should be chosen w

hich meet or exceed the m

inimum

and maxim

um

temperatures for your applications.

M

aterial L

ow

H

igh

Co

de

Temp

erature

Temp

erature

E

-25°F

130°F

P

-35°F

200°F

V

-35°F

200°F

P

U

-40°F

140°F

P

P

-30°F

150°F

N

-20°F

150°F

The temperature ranges indicated are m

eant to be used only as a general guideline. C

ontinual exposure to elevated temperatures

reduces the strength properties of plastics and glass reinforced fiberglass. A

ctual resin test data confirms that a 50%

reduction in strength occurs at the extrem

e high temperature levels.

Chem

ical R

esistance – Each resin fam

ily has its ow

n specifications regarding its performance against

corrosion resistance. Use the follow

ing chart to deter-m

ine which A

ickinstrut material system

will provide the

best performance for your particular application. The

results in the chart are based upon imm

ersion for a 24 hour period. This is typically the “w

orst case” exposure to corrosion. Less severe contact such as spills, splashes and vapor condensate w

ill exceed the performance

results listed in the table.

Loadin

g – C

hannel loading is defined on pages 112. A

dditional loading and design limitations for fittings and

accessories are described in the appropriate section for that part.

Technical Information

Aickinstrut S

pecifications

Fiberglass

4.4 Channel section lengths shall be supplied in 10' or

20' lengths (±1⁄8").

4.5 U

niversal Pipe Clam

ps shall have full interlocking contact w

ith interior channel flanges to maxim

ize pull-out resistance and be adjustable to accom

mo-

date a minim

um 3⁄4" variance in piping or conduit

O.D

. sizes.

5.0 STANDARDS5.1

Glass reinforced and PV

C channels covered in this

specification shall have a flame spread rating of

25 or less when tested per A

STM E84 and m

eet the requirem

ents of UL 94V

0 thereby qualifying them

as Class 1 m

aterial in the Uniform

Building C

ode.

5.2 G

lass reinforced channels covered in this specifica-tion shall com

ply with the requirem

ents of ASTM

D

3917 and ASTM

D 4385 w

hich govern the dimen-

sional tolerance and visual defects of pultruded shapes.

6.0 GENERAL6.1

Aickinstrut N

onmetallic C

hannel Framing shall be

furnished as a system w

hich includes all the neces-sary fasteners, channel splice plates, brackets, sealants, hangers, pipe clam

ps, etc.

6.2 N

onmetallic fasteners shall be m

anufactured from

long glass fiber reinforced polyurethane to ensure m

aximum

strength and corrosion resistance.

6.3 A

ll components of the A

ickinstrut Channel Fram

-ing System

shall be nonmetallic except w

here type 316 stainless steel hardw

are is used as part of the assem

bly.

6.4 A

ickinstrut is manufactured by A

ickinstrut, a sub-sidiary of T. J. C

ope, Philadelphia, Pennsylvania, 1-800-426-4293.

6.5 The manufacturer shall not have had less than 10

years experience in manufacturing strut system

s.

6.6 All products are m

anufactured in the United States

of Am

erica.

Aickinstrut Specifications

1.0 SCOPE

1.1 This specification covers the requirem

ents for the A

ickinstrut Nonm

etallic Channel Fram

ing System.

2.0 MATERIAL

2.1 FRP channel shall be of pultruded glass reinforced polyester or vinyl ester resin having the physical property values listed in this catalog.

2.2 PVC

channel shall be of extruded polyvinyl chlo-ride having the physical property values listed in this catalog.

2.3 Som

e accessories shall be of injection molded,

40% long glass fiber reinforced polyurethane,

polypropylene or nylon.

3.0 COMPOSITION

3.1 Glass reinforced channel shall have a synthetic

surfacing veil applied on exterior surfaces to im-

prove weatherability and inhibit ultraviolet deg-

radation. An ultraviolet stabilizer shall be incor-

porated in the resin formulation to further inhibit

ultraviolet degradation.

3.2 PV

C channel shall be m

anufactured from a U

.V. stabilized resin and incorporate dark gray pigm

ent to im

prove weatherability and inhibit ultraviolet

degradation.

4.0 STRUCTURAL DESIGN4.1

Channel shall incorporate A

ickinstrut's patented flange profile design w

hich allows full and positive

interlocking contact of channel accessories and prohibits prem

ature flange failure from torqued ac-

cessories.

4.2 C

hannel profile dimensions shall be:

15⁄8" x 1

5⁄8" x 1⁄8",

11⁄2" x 1

1⁄2" x 1⁄8", or

11⁄2" x 1

1⁄8" x 1⁄8".4.3 A

ll 15⁄8" x 1

5⁄8" channel profiles shall have a m

inimum

pull out resistance of 1,000 pounds w

hen load is applied over a 3⁄8" long section of the inside flanges.


Aickinstrut S

pecifications

®

Chem

ical Com

patibility Table

Legend: “N

R” indicates “Not Recom

mended” for use;

“R” indicates “Recomm

ended”; “–” indicates no inform

ation available


Chemical

Series E (Rigid PVC) 70°-160°F

Series P (Poly/Glass) 70°-160°F

Series V (Vinyl/Glass)

70°-160°F

Series K (PVDF)

70°-160°F

Series PU (Polyurethane)

70°-160°F

Series N (Nylon)

70°-160°FAcetic Acid, Up to 10%

RR

RR

RR

RR

R–

NRNR

Acetic Acid, Up to 50%R

RR

RR

RR

RR

–NR

NRAcetone, Up to 10%

NRNR

NRNR

NRNR

NRNR

R–

RR

Aluminum

HydroxideR

RR

RR

RR

RR

–NR

NR

Amm

onium Hydroxide

(Aqueous Amm

onia), Up to 5%R

RNR

NRR

RR

RR

––

–

Amm

onium Hydroxide, Up to 10%

RR

NRNR

R150°

RR

R–

––

Amm

onium Hydroxide, Up to 20%

RR

NRNR

R150°

RR

R–

––

Amm

onium Nitrate

RNR

RR

RR

RR

R–

––

Amm

onium Phosphate

RR

RNR

RR

RR

R–

––

Amm

enium Sulfide, saturated

RR

NRNR

R120°

RR

R–

––

Aqua Regia, fumes

NRNR

NRNR

R150°

RR

NR–

––

BenzeneNR

NRNR

NRNR

NRNR

RR

RR

RBenzoic Acid

RR

RR

RR

RR

R–

––

Bromine, w

et gasR

NRNR

NRR

100°R

R–

––

–Butylene Glycol, Up to 100%

RR

RR

RR

RR

R–

RR

Butyric Acid, Up to 50%NR

NRR

RR

RR

RR

––

–Calcium

HydroxideR

RR

NRR

RR

RR

––

–Calcium

HypochloriteR

RR

NRR

RR

RR

–NR

NRChlorine, Dry Gas

NRNR

NRNR

RR

RR

––

––

Chlorine, Wet Gas

NRNR

NRNR

RR

RR

––

––

Chlorine, LiquidNR

NRNR

NRNR

NRR

R–

––

–Chlorine, W

aterNR

NRR

RR

RR

RR

–NR

NRChrom

ic Acid, Up to 5%R

RNR

NRR

RR

R–

–R

RCopper Chloride

RR

RR

RR

RR

R–

––

Copper CyanideR

RR

NRR

RR

RR

––

–Copper Fluoride

RR

RNR

RR

RR

R–

––

Copper NitrateR

RR

RR

RR

RR

––

–Copper Sulfate

RR

RR

RR

RR

R–

––

Dechlorinated Brine StorageR

R–

–R

RR

RR

––

–Esters, Fatty Acid

NRNR

RR

RR

RR

R–

––

Ferric ChlorideR

RR

RR

RR

RR

––

–Ferrous Chloride

RR

RR

RR

RR

R–

––

Fluoboric AcidR

RR

120°R

RR

R–

––

–Fluosilicic Acid, Up to 10%

NRNR

NRNR

RR

RR

––

NRNR

Fluosilicic Acid, Up to 32%NR

NRNR

NRR

100°R

R–

––

–Form

ic Acid, Up to 10%R

RNR

NRR

RR

RR

–NR

NRForm

ic Acid, Up to 50%R

RNR

NRR

100°R

RR

––

–Gasoline, Aviation

RNR

RNR

RR

RR

R–

––

Green Liquor, Pulp Mill

RR

––

RR

RR

––

––

Hydrochloric Acid Up to 15%R

RR

NRR

RR

RR

––

–Hydrochloric Acid Up to 37%

RR

RNR

RR

RR

R–

––

Hydrofluoric Acid, Up to 10%R

RNR

NRR

150°R

R–

––

–Hydrofluoric Acid, Up to 20%

RNR

NRNR

R100°

RR

––

––

Hydrogen Chloride, Wet Gas

NRNR

RNR

RR

RR

NR–

––

Hydrogen Sulfide, Wet Gas

RR

RNR

RR

RR

R–

––

Fiberglass

Chem

ical Com

patibility Table

The recomm

endations contained in this table are made w

ithout guarantee of representation as to results. Since the actual use by others is beyond our control, no guarantee, expressed or im

plied, is made by T.J. C

ope, Inc. as to effects of such use or results to be obtained nor does T.J. C

ope, Inc. assume any liability arising out of the use by others of the products referenced in this table. N

or is the information herein to be construed

as absolutely complete since additional inform

ation may be needed or desirable w

hen particular or exceptional conditions or circumstances exist or

because of applicable laws or governm

ent regulations. We suggest that you evaluate these recom

mendations and suggestions in your ow

n laboratory prior to use. O

ur responsibility for claims arising from

breach of warranty, negligence, or otherw

ise is limited to the purchase price of the m

aterial.

Legen

d:

“NR” indicates “N

ot Recomm

ended” for use; “R” indicates “Recomm

ended”; “–” indicates no information available


Chemical

Series E (Rigid PVC) 70°-160°F

Series P (Poly/Glass) 70°-160°F

Series V (Vinyl/Glass)

70°-160°F

Series K (PVDF)

70°-160°F

Series PU (Polyurethane)

70°-160°F

Series N (Nylon)

70°-160°F

Lactic AcidR

RR

NRR

RR

RR

––

–

Lead NitrateR

R–

–R

RR

RR

––

–

Magnesium

HydroxideR

RNR

NRR

RR

RR

–R

R

Nickel Sulfate, Low pH

RR

NRNR

RR

RR

R–

––

Nickel Sulfate, High pHR

RNR

NRR

RR

RR

––

–

Nitric Acid, Up to 5%R

RNR

NRR

150°R

RR

––

–

Nitric Acid, Up to 35%R

RNR

NRR

150°R

RR

––

–

Nitric Acid, VaporR

RNR

NRR

RR

R–

––

–

Perchloric Acid, Up to 10%NR

NRNR

NRR

150°R

R–

–NR

NR

Pickling Liquids, 3-5% H2S04

RR

RR

RR

RR

R–

––

Phosphoric AcidR

RNR

NRR

RR

RR

–NR

NR

Phosphoric Acid, Super or Poly (115%, P20%

)R

RNR

NRR

RR

R–

––

–

Phosphoric Acid Vapor or CondensateR

RNR

NRR

RR

R–

––

–

Potassium Chloride

RR

RR

RR

RR

R–

––

Potassium Nitrate

RR

RR

RR

RR

R–

––

Potassium Persulfate

RR

NRNR

RR

RR

R–

––

Silver Cyanide, Up to 5%R

RNR

NRR

RR

RR

––

–

Sodium Hydroxide, Up to 25%

RR

NRNR

R150°

RR

R–

––

Sodium Hydroxide, up to 50%

RR

NRNR

R180°

RR

––

RR

Sodium Hypochlorite, Up to 15%

RR

NRNR

R150°

RR

R–

NRNR

Sodium Nitrate

RR

RR

RR

RR

R–

––

Sodium Sulfate

RR

RNR

RR

RR

R–

––

Sodium Sulfide

RR

NRNR

RR

RR

R–

––

Sulfuric Acid, Up to 25%R

RR

RR

RR

RR

–NR

NR


RNR

NRR

RR

RR

––

–


RNR

NRR

RR

RR

–NR

NR

Sulfuric Acid, Up to 75%NR

NRNR

NRR

120°R

R–

–NR

NR

Sulfuric Acid, Up to 80%NR

NRNR

NRNR

NRNR

NR–

–NR

NR

Sulfuric Acid, VaporR

RR

NRR

RR

R–

––

–

Trichlorethylene, Fumes

NRNR

NRNR

R120°

RR

NR–

––

Trisodium Phosphate

RR

RNR

RR

RR

R–

––

UreaR

RR

NRR

150°R

RR

–R

R

Vegetable OilsR

RR

RR

RR

RR

–R

R

VinegarR

RR

RR

RR

RR

RR

R

White Liquor, Pulp M

illR

R–

–R

RR

R–

––

–

®

CHANNEL AVAILABILITY CHARTThe follow

ing chart illustrates the availability of materials in the

different channel profiles.

Channel Profile Polyester (P)

Vinyl Ester (V) PVC (E)

Series 2000, 2200, 2300 X

X X

Series 1500, 1700, 1800 X

X N/A

Series 1000, 1200, 1300 X

X X

Series 2100 X

X N/A

Series 1600 X

X N/A

Series 1100 X

X N/A

CONCRETE EMBEDM

ENT CHANNEL PART NO. – 20E-2300In certain applications, it is necessary to em

bed a corro-sion resistant channel into a new

pouring of concrete. For these applications, A

ickinstrut concrete em

bedment channel is

recomm

ended. Aickinstrut em

-bedm

ent channel is available in three m

aterial types; PVC

, polyester and vinyl ester. The PV

C em

bedment channel is extruded

as one piece while the polyester and

vinyl ester embedm

ent channel is a two piece bonded type

design. The PVC

embedm

ent channel is available in the 15⁄8" and

11⁄8" profiles w

hile polyester and vinyl ester embedm

ent channels are available in all three profiles (1

5⁄8", 11⁄2" &

11⁄8").

The embedm

ent channel utilizes two continuous protruding flanges

in the profile base to retain the channel in the concrete. Mounting

the embedm

ent channel flush with the concrete surface is a conve-

nient way to secure piping, conduits or electrical enclosures to a

wall or ceiling. The PV

C em

bedment channel is extrem

ely high in strength. W

hen embedded in 3,000 PSI concrete, the concrete w

ill fail before the channel is pulled out.

AICKINSTRUT SST CHANNELA

ickinstrut SST Fiberglass Channel incorporates a standard chan-

nel profile that will accom

modate m

etallic pipe straps and clamps.

SST channel is available in polyester or vinyl ester resin. All

standard styles (solid, slotted, concrete insert and back-to-back) are also available. Please contact the factory for loading inform

ation for the SST C

hannel.

Aickinstrut SST C

hannel is not compatible

with the A

ickinstrut pipe clamps, channel nuts,

and grooved fittings shown in this catalog. Please

contact Aickinstrut for inform

ation on a complete

line of compatible clam

ps and channel nuts.

Aickinstrut

Patented

Flange

CHANNEL FRAMING

All A

ickinstrut channels, except the SST series, incorporate a patented flange design w

hich provides reliable fastening and interlock-ing of A

ickinstrut components and

accessories.

Channels are provided in standard

lengths of 10' with longer lengths available upon request. A

ick-instrut single channels com

e packaged in boxes of 100' while the

double channels are packaged in boxes containing 40'.

Aickinstrut channel is available in three m

aterials:

Polyester (P material),

Vinyl Ester (V m

aterial) and

PVC

(E material)

POLYESTER AND VINYL ESTER MATERIALS

The polyester and vinyl ester channels are manufactured from

the pultrusion process. In this process, the com

ponent is made by

reinforcing a polymer resin (polyester or vinyl ester) w

ith multiple

strands of glass filament, alternating layers of glass m

at and U.V.

resistant surfacing veils. The glass is drawn through the liquid res-

in, which coats and saturates the fibers. The com

bination of resin, glass and veil is then continuously guided and pulled (pultruded) through a heated die that determ

ines the shape of the component.

In the die, the resin is cured to form a perm

anent, reinforced part w

hich can be cut to a specific length. Since the hardened fiber-glass pultrusion is reinforced w

ith and internal arrangement of

permanently bonded continuous glass fibers, it possesses great

strength.

In addition, pultruded fiberglass components exhibit exceptional

corrosion and fire resistance. These attributes make fiberglass the

material of choice for m

any harsh industrial applications.

The polyester and vinyl ester channels are color coded. Polyester channels are colored gray and the vinyl ester channels are colored beige.

PVC MATERIALS

The PVC

channels are manufactured from

the extrusion process. In this process, the com

ponent is made by a PV

C resin m

ixture being continuously fed through a heated die that determ

ines the shape of the com

ponent.

In the die, the resin is cured to form a perm

anent, extruded part that can be cut to a specific length. U

nlike pultruded components,

extruded components do not incorporate glass-reinforcem

ent; consequently, they do not exhibit the sam

e beam strength as their

pultruded counterparts. PVC

components, how

ever; exhibit ex-ceptional corrosion and fire resistance. These features m

ake PVC

channels an excellent alternative w

hen excessive beam strength is

not required. PVC

channels are color coded dark gray.

Channel

Fiberglass

15⁄8"

15⁄8"

15⁄8"

15⁄8"

1"1

5⁄8"1⁄4"

15⁄8"

23⁄8"

15⁄8"

31⁄4"

11⁄2"

11⁄2"

11⁄2"

11⁄2"

1"1

1⁄2"

1⁄4"2

3⁄8"1

1⁄2"

11⁄8"

11⁄2"

1"

11⁄2"

11⁄8"

11⁄8"

1⁄4"

11⁄2"

23⁄8"

15⁄8"

15⁄8"

1"1

5⁄8"1⁄4"

15⁄8"

23⁄8"

15⁄8"

15⁄8"

15⁄8"

31⁄4"

3"1

1⁄2"

21⁄4"

11⁄2"

Standard

20P-2000, 20V-2000, 20E-2000S

lotted (1" x 3⁄8" Holes)

20P-2200, 20V-2200, 20E-2200W

ith Concrete Inserts

20P-2300, 20V-2300, 20E-2300B

ack-to-Back

20P-2100, 20V-2100

Standard

20P-1500, 20V-1500S


20P-1700, 20V-1700W


20P-1800, 20V-1800B

ack-to-Back

20P-1600, 20V-1600

Standard

20P-1000, 20V-1000, 20E-1000S


20P-1200, 20V-1200, 20E-1200W


20P-1300, 20V-1300, 20E-1300B

ack-to-Back

20P-1100, 20V-1100

Standard

20P-2000-SST, 20V-2000-SSTS


20P-2200-SST, 20V-2200-SSTW


20P-2300-SST, 20V-2300-SSTB

ack-to-Back

20P-2100-SST, 20V-2100-SST

HE

AV

Y D

UT

Y C

HA

NN

EL – A

ICK

INS

TR

UT

PR

OF

ILE

ME

DIU

M D

UT

Y C

HA

NN

EL – A

ICK

INS

TR

UT

PR

OF

ILE

LIG

HT

DU

TY

CH

AN

NE

L – AIC

KIN

ST

RU

T P

RO

FIL

E

HE

AV

Y D

UT

Y C

HA

NN

EL – S

TAN

DA

RD

PR

OF

ILE

Channel

®

Section P

roperties

Beam

Loading – PVC

Flange Loading

The data listed in the Beam Loading C

hart reflects testing conducted on Polyester (Type P) and vinyl ester (Type V) channels. PV

C

(Type E) material w

ill differ from the Polyester/Vinyl ester Beam

Loading Chart. To obtain the beam

loading for PVC

channel, reduce the load as follow

s:

(P

olyester/Vinyl E

ster Beam

Load)

PV

C B

eam L

oad = ––––––––––––––––––––––––––––

4

Note: PV

C is not recom

mended for lengths over 24" F

LA

NG

EL

OA

D

Pull-out strength is the channel's resistance to a clam

p or fastener inserted under the flange and put under tension. For additional infor-m

ation concerning specific channels, materi-

als and their pull-out strengths, refer to the channel flange pull-out chart on the right.

Heavy Duty ChannelPull-Out Strength*

20V-2000449

20P-2000360

20E-2000260

Medium

Duty ChannelPull-Out Strength*

20V-1500229

20P-1500219

Light Duty ChannelPull-Out Strength*

20E-1000239

20P-1000213

20V-1000213

*Values shown represent a 3:1 safety factor

Section Num

berHeight

Width

Weight

AreaX - X Axis

Y - Y Axis

IR

C1

C2

IR

C

(in.)(in.)

(lbs./ft.)(in. 2)

(in. 4)(in.)

(in.)(in.)

(in. 4)(in.)

(in.)2000

15⁄8

15⁄8

0.821.06

0.310.54

0.700.93

0.420.63

0.82

21003

1⁄21

5⁄81.64

2.121.77

0.911.63

1.630.85

0.630.82

15001

1⁄21

1⁄20.55

0.710.19

0.520.62

0.880.25

0.590.75

16003

11⁄2

1.101.42

1.020.85

1.501.50

0.490.59

0.75

10001

1⁄81

1⁄20.47

0.610.10

0.400.51

0.620.22

0.600.75

11002

1⁄21

1⁄20.94

1.220.42

0.591.13

1.130.44

0.600.75

XX

YY

XX

YY

Channel Loading

Fiberglass

Polyester/V

inyl Ester B

eam Loading C

hart

Channel Loading

SpanPart No.

Max. Uniform

Beam Load

(Safety Factor - 3:1) Load (lbs.)

Uniform Load at

Defl. of 1/360 Span Deflection (in.)

Maxim

um

Column

Load (lbs.)

Deflection (in.)

Load (lbs.)

12"S

pan

20P/V-21005,559

0.0285,559

0.033

9,454

20P/V-16004,836

0.0433,778

7,007

20P/V-11003,804

0.0821,556

5,961

20P/V-20003,561

0.1021,159

5,160

20P/V-15001,950

0.093700

3,439

20P/V-10001,629

0.151359

2,759

18"S

pan

20P/V-21003,706

0.0642,914

0.050

8,866

20P/V-16003,224

0.0961,697

6,501

20P/V-11002,536

0.183691

5,509

20P/V-20002,374

0.230515

4,704

20P/V-15001,300

0.209311

3,136

20P/V-10001,086

0.340160

2,351

24"S

pan

20P/V-21002,780

0.1131,639

0.067

8,181

20P/V-16002,418

0.171944

5,909

20P/V-11001,902

0.326389

4,979

20P/V-20001,781

0.410290

4,168

20P/V-1500975

0.371175

2,778

20P/V-1000815

0.60590

1,862

30"S

pan

20P/V-21002,224

0.1771,049

0.083

7,405

20P/V-16001,934

0.267604

5,236

20P/V-11001,522

0.509249

4,375

20P/V-20001,424

0.640185

3,553

20P/V-1500780

0.580112

2,369

20P/V-1000652

0.94557

1,298

36"S

pan

20P/V-21001,853

0.254730

0.100

6,451

20P/V-16001,612

0.384420

4,482

20P/V-11001,268

0.734173

3,698

20P/V-20001,187

0.922129

2,859

20P/V-1500650

0.83678

1,906

20P/V-1000543

1.36040

901

48"S

pan

20P/V-21001,390

0.452410

0.133

4,534

20P/V-16001,209

0.683236

2,809

20P/V-1100951

1.30497

2,254

20P/V-2000890

1.63872

1,636

20P/V-1500488

1.48644

1,091

20P/V-1000407

2.41822

507

60"S

pan

20P/V-21001,112

0.707262

0.167

2,902

20P/V-1600967

1.067151

1,798

20P/V-1100761

2.03862

1,442

20P/V-2000712

2.56046

1,047

20P/V-1500390

2.32128

698

20P/V-1000326

3.77914

324

72"S

pan

20P/V-2100927

1.018182

0.200

2,015

20P/V-1600806

1.536105

1,248

20P/V-1100634

2.93543

1,001

20P/V-2000594

3.68632

727

20P/V-1500325

3.34319

485

20P/V-1000272

5.44110

225

®

20

P-2

51

0, 2

0V

-25

10

(Flat)2

0P

-28

10

R, 2

0V

-28

10

R (G

rvd)2

0P

-28

10

L, 20

V-2

81

0L (G

rvd)

20

P-2

51

2, 2

0V

-25

12

(Flat)2

0P

-28

12

, 20

V-2

81

2 (G

rooved)

20

P-2

51

4, 2

0V

-25

14

(Flat)2

0P

-28

14

, 20

V-2

81

4 (G

rooved)

47⁄8"

31⁄4"

47⁄8"

31⁄4"

31⁄4"

31⁄4"

Aickinstrut C

hannel Fittings are required to fabricate an A

ickinstrut structure and are easily attached to A

ickinstrut Channels w

ith channel nuts and polyurethane fasten-ers. The fittings are offered in tw

o types; fabricated (cut from

flat stock) or molded.

Fabricated fittings are made from

either polyester or vinyl ester m

aterial. All m

olded fittings w

ith the exception of the post bases are m

olded in polyurethane. Post bases are also offered in polypropylene.

The 2500 Series Fittings are manufactured

from 1⁄2" flat m

aterial. The 2800 Series Fittings are m

anufactured from 3⁄8" flat m

a-terial and feature grooves w

hich stabilize the fittings w

hen mounted to the open side

of the channel. All channel fittings are

provided with 13⁄32" holes w

hich accom-

modate 3⁄8" hardw

are, however several

of the new m

olded fittings come w

ith 9⁄16" holes 50PU

-2616, 50PU-2611, and

50PU-2613. Larger diam

eter holes can be provided upon special request.

No

te: Illustrations depict grooved channel fittings.

20

P-2

50

0, 2

0V

-25

00

(Flat)2

0P

-28

00

, 20

V-2

80

0 (G

rooved)

20

P-2

50

6, 2

0V

-25

06

(Flat)2

0P

-28

06

, 20

V-2

80

6 (G

rooved)

20

P-2

50

2, 2

0V

-25

02

(Flat)2

0P

-28

02

, 20

V-2

80

2 (G

rooved)2

0P

-25

04

, 20

V-2

50

4 (Flat)

20

P-2

80

4, 2

0V

-28

04

(Grooved)

50

PU

-26

16

2

0P

-25

08

, 20

V-2

50

8 (Flat)

20

P-2

80

8, 2

0V

-28

08

(Grooved)

31⁄4"

47⁄8"

61⁄2"

81⁄8"

17⁄8"

71⁄4"

25⁄32"

31⁄4"

31⁄4"

Note: 9⁄16" diameter holes

Channel Fittings

Legen

dR = Right H

and

L = Left Hand

P Series Fittings are Grey

V Series Fittings are Beige

2500 Series - Flat

2800 Series - Grooved

Fiberglass

20

P-2

51

6, 2

0V

-25

16

(Flat)2

0P

-28

16

R, 2

0V

-28

16

R (G

rvd)2

0P

-28

16

L, 20

V-2

81

6L (G

rvd)

20

P-2

51

8, 2

0V

-25

18

(Flat)2

0P

-28

18

, 20

V-2

81

8 (G

rooved)

20

P-2

52

0, 2

0V

-25

20

(Flat)2

0P

-28

20

, 20

V-2

82

0 (G

rooved)

20

P-2

52

2, 2

0V

-25

22

(Flat)2

0P

-28

22

, 20

V-2

82

2 (G

rooved)2

0P

-25

24

, 20

V-2

52

4 (Flat)

20

P-2

82

4, 2

0V

-28

24

(Grooved)

20

P-2

52

6, 2

0V

-25

26

(Flat)2

0P

-28

26

, 20

V-2

82

6 (G

rooved)

31⁄4"

47⁄8"

47⁄8"

47⁄8"

47⁄8"

47⁄8"

31⁄4"

31⁄4"

31⁄4"

47⁄8"

47⁄8"

47⁄8"

Channel Fittings

20

P-2

52

8, 2

0V

-25

28

(Flat)2

0P

-28

28

, 20

V-2

82

8 (G

rooved)2

0P

-25

30

, 20

V-2

53

0 (Flat)

20

P-2

83

0, 2

0V

-28

30

(Grooved)

20

P-2

53

4, 2

0V

-25

34

(Flat)2

0P

-28

34

, 20

V-2

83

4 (G

rooved)

20

P-2

54

1, 2

0V

-25

41

(Flat)

20

P-2

54

0, 2

0V

-25

40

(Flat)2

0P

-28

40

, 20

V-2

84

0 (G

rooved)5

0P

U-2

61

1 (Flat)

51⁄4"3

5⁄8"

81⁄8"

31⁄4"

81⁄8"

47⁄8"

17⁄8"

31⁄2"

51⁄4"

51⁄4" 45

4"

4"

®

50

PU

-20

45

(15⁄8")

20

PU

-58

53

(15⁄8"), 2

0P

U-5

85

4 (1

1⁄2"), 2

0P

U-5

85

5 (1

5⁄8"), 20

PP

-58

53

(15⁄8"),

20

PP

-58

54

(11⁄2"), 2

0P

P-5

85

5 (1

1⁄2")

50

PU

-26

36

1, 50

PU

-26

36

A2, 5

0P

U-2

63

6B

3, 50

PU

-29

36

4

50

PU

-20

90

(15⁄8")

20

PU

-59

03

(31⁄4"), 2

0P

U-5

90

4 (3"),

20

PU

-59

05

(21⁄4"), 2

0P

P-5

90

3 (3

1⁄4"), 2

0P

P-5

90

4 (3"), 2

0P

P-5

90

5 (2

1⁄4")

41⁄2"

51⁄2"

4"

15⁄8"

47⁄8"

47⁄8"

3"

5"5"

3"

5"6 5⁄8"

50

PU

-26

13

(Flat)

50

PU

-15

08

(11⁄2")

50

PU

-20

08

(15⁄8")

17⁄8"

513⁄32"

25⁄32"

47⁄8"

47⁄8"

50

PU

-25

38

(Flat)

4"

5"1

5⁄8"

1) 50PU-2636 – Flat, without splines

2) 50PU-2636A – Splines on long side only

3) 50PU-2636B – Splines on short side only

4) 50PU-2936 – Splines on both long and short sides


50

PU

-26

11

-SP

2

0P

-25

42

, 20

V-2

54

2 (Flat)

17⁄8"


17⁄16"

19⁄16"3"

31⁄4"

15⁄8"

Channel Fittings

Fiberglass

TYPE 2 DESIGN LOADThe design loading show

n can be achieved w

ith the addition of a vertical stop lock as-sem

bly (Part #200-4219) installed directly beneath the pipe clam

p. The adjacent illustration show

s how the vertical stop lock

assembly provides additional support for

pipe and how it can be used to achieve full

Type 2 design loads.

Design loads are based on a minim

um clam

p slip safety factor or 3:1. It is recom

mended that stop

lock assemblies be used for all vertical pipe support applications.

There are two types of piping system

loadings, overhead (Type 1) and vertical (Type 2) as described below

. All A

ickinstrut pipe straps and clam

ps show the recom

mended loading for both types

of loading.

TYPE 1 DESIGN LOADThe design load show

n represents pipes supported below

the strut. The design loads show

n are based on a minim

um

ultimate failure safety factor of 3:1.

Pipe Clamps

Aickinclam

ps Design Load Inform

ation

Adjustable P

ipe Clam

ps

Aickinstrut A

djustable Pipe Clam

ps are manufactured from

glass-reinforced polyurethane and are adjustable to accom

modate a

wide range of outside diam

eters. They can be utilized with a

variety of piping systems including: PV

C, fiberglass, copper, rigid

steel conduit and PVC

coated rigid steel conduit. Aickinclam

ps sized 6

1⁄2" – 20" are to be used only in non-load bearing applica-tions. These are applications w

here the weight of the pipe is being

supported by Aickinstrut structural m

embers (see figure on right).

Part Num

berO.D. Pipe Size (in.)

Design Load (lbs.)*

Torque

Type 1Type 2

(ft./lbs.)200-3100

1⁄2 – 1

1⁄2135

6510 in./lbs.

200-31101

1⁄2 – 2

1⁄4

3

200-31202

1⁄4 – 3

1⁄4145

70200-3130

3 –

4215

200-31404

– 6

1⁄2

200-31506

1⁄2 – 8

Non-Load Bearing

200-31608

– 10

200-317010

– 12

200-318012

– 14

200-319014

– 16

200-320016

– 18

200-321018

– 20

*Design loads shown represent a 3:1 safety factor.

200-3100 to 200-3140

200-3150 to 200-3210

50

PU

-50

0S

P – C

hannel Spacers

Channel spacers are designed to prevent w

all com

pression under heavy loading conditions. Such loading occurs during the torquing of hardw

are for channel fittings. The spacers are m

olded from poly-

urethane and will accom

modate 3⁄8" and 1⁄2" bolts.

The spacers are designed to be used only with 1

5⁄8" and 1

1⁄2" channels.

Aickinclam

ps can safely be used in temperatures up to 160°F.

For operating temperatures of 160-230°F, it is recom

mended to

use PVD

F clamps. PV

DF clam

ps are available as a special order. C

ontact the factory for pricing and availability. Care should be

taken not to exceed 3 ft./lbs. of torque on the adjustable pipe straps.

®

Rigid P

ipe Clam

ps

Part No.

Nominal

Size (in.)

PVC Sch. 80 &

Rigid Metal

Design Loads (lbs.)*FRP Bolt Size (in.)

FRP Bolt Torque

(ft./lbs.)Type 1

Type 2

PCR-0501⁄2

0.840

22590

3⁄8 x 11⁄4

3

PCR-0753⁄4

1.050PCR-100

11.315

PCR-1251

1⁄41.660

PCR-1501

1⁄21.900

PCR-2002

2.375PCR-250

21⁄2

2.875PCR-300

33.500

PCR-4004

4.500300

125PCR-600

66.625

PCR-8008

8.625*Design loads show

n represent a 3:1 safety factor.

Aickinstrut Rigid Pipe C

lamps resem

ble the more traditional style

of pipe clamps. These clam

ps are made from

glass-reinforced polyurethane and are sized based on the pipe inside diam

eter or nom

inal size.

Polyurethane clamps are recom

mended for applications up to

160°F. For high temperature applications (up to 230°F), PV

DF

clamps are available as a special order. C

ontact the factory for pricing and availability.

Care should be taken not to exceed the recom

mended torque

values of the rigid pipe clamps.

Pipe Clamps

Two H

ole Pipe S

traps

Aickinstrut Tw

o Hole Pipe Straps are designed for use in secur-

ing pipe, conduit and ducts to Aickinstrut C

hannel. Two hole

fiberglass straps can also be used independently from the channel

for surface mounting. A

ll sizes of the straps are suitable for load bearing applications.

The two hole pipe straps are m

anufactured from a fire-retardant,

PartNo.

Dimension

Bolt Size(in.)

Material

Size (in.)Design Load (lbs)*

Torque(ft./lbs.)

A (in.)B (in.)

Type 1Type2

PS0500.840

4.840

1⁄21⁄4 X 1

5⁄8

13550

4

PS0751.050

5.050

PS1001.315

5.315

PS1501.900

5.900

PS2002

3⁄86.375

PS2502

7⁄86.875

PS3003

1⁄27.500

PS3504

8.000

PS4004

1⁄28.500

17560

PS5005

9⁄169.563

PS6006

5⁄810.625

PS8008

5⁄812.625

225125

PS100010

3⁄415.750

5⁄8

1⁄4 X 15⁄8

225125

10

PS120012

3⁄416.250

PS140014

18.0003⁄8 X 1

5⁄8250

150PS1600

1620.000

PS180018

23.000

glass reinforced polyester resin. For extreme chem

ical environ-m

ents, the straps can be manufactured from

vinyl ester resin. Larger diam

eter straps for special applications are also available. C

ontact the factory for pricing and availability of vinyl ester and large diam

eter straps. Two hole pipe straps should not be torqued

above recomm

ended values.

AB

*Design loads shown represent a 3:1 safety factor.

Notes: Bolts and channel nuts are sold separately.

When bolting onto 1

5⁄8" or 11⁄2" channel

a 11⁄4" long bolt is required.

Fiberglass

Includes: Cushion, V-pad, and Hardware.

Materials: Cushion: Therm

oplastic elastomer.

Hardware: Stainless Steel w

ith Captured Nylon LocknutTem

perature Rating: -40°F to +275°FNote: For use w

ith SST Style Strut only

Part No.

O.D. Tube Sizes

Diameters

PullOut Load/Lbs

Slip Load/Lbs

PS TP-0251⁄4

3⁄81⁄2

0.25 - 0.54

50040

PS TP-6255⁄8

3⁄47⁄8

0.62 - 0.87PS TP-875

7⁄81

11⁄8

0.87 - 1.12PS TP-100

11

1⁄81

1⁄41.00 - 1.31

Part No.

Nominal

Pipe SizeDim

ensions (In.)Hex Head Cap

Screw &

Lock NutW

t/100 pcs Lbs

“A”“B”

“C”“D”

PS TP-0251⁄4

115⁄16

13⁄8

3⁄83⁄16

1⁄4-20 x 11⁄2"

4PS TP-625

3⁄82

3⁄81

5⁄87⁄16

1⁄41⁄4-20 x 2"

6PS TP-875

1⁄22

9⁄161

13⁄165⁄16

8PS TP-100

3⁄42

11⁄161

15⁄168

Aickin-A

-Grip (SST Style C

hannel Only)

B

CD

V-P

ad

17⁄16"

A

Part No.

Nominal Pipe Sizes

Diameters

PullOut Load/Lbs

Slip Load/Lbs

PS TP-0251⁄4

–0.25 - 0.54

50040

PS TP-6253⁄8

1⁄20.62 - 0.87

PS TP-8753⁄4

–0.87 - 1.12

PS TP-1001

1.00 - 1.31

Tube Sizes

Pipe Sizes

Five sizes of pipe…

U

sing just four sizes of clamp.

using both Tube & Pipe Sizes

Pipe Clamps

Supplied in 10 foot lengths

20

E-5

00

0 – C

hannel Capping Strip

Channel C

apping Strip is made from

PVC

and installs sim

ply by pressing it onto the channel opening. It is designed to be used w

hen a cover is desired for the channel opening (such as concrete em

bedment

channel).

AIC

-EC

– Channel End C

ap

The Aickin-End C

ap is made from

red PVC

and designed for 1

5⁄8" channel. End caps are desired w

hen the ends of the channel need to be enclosed. The A

ickin-End Cap

easily installs by pressing it onto the end of the channel opening.

SizeRange

CapturedNylon Lock-Nut

HexBolt

"V" Pad

"V" Pad1- 5⁄8" Series

Channel

®

Nonm

etallic U-bolts

Part No.

Size“A”

“B”“C”

“D”“TL”

Load (lbs.)*

Torque (in./lbs.)*

UB-0501⁄2

0.937

0.375

1.5682.412

1.25

135

40UB-075

3⁄41.125

1.6622.600

UB-1001

1.3751.787

2.850UB-125

11⁄4

1.6871.943

3.162UB-150

11⁄2

2.0002.100

3.475UB-200

22.437

0.500

2.4684.187

1.5080

UB-2502

1⁄22.937

2.7184.687

UB-3003

3.5623.031

5.312UB-350

31⁄2

4.0623.281

5.812UB-400

44.562

3.5316.312

UB-6006

6.7500.625

5.7509.875

3.25120

*Torque and load values shown represent a 3:1 safety factor.

Aickinstrut N

onmetallic U

-Bolts provide a corrosion resistant alternative to traditional metal-

lic U-Bolts. M

ade from glass-reinforced polyurethane, these bolts w

ill outlast stainless steel in m

ost corrosive applications. Nonm

etallic U-Bolts have oversized diam

eters which allow

them

to hold steel conduit and plastic pipe.

Each U-Bolt com

es with tw

o polyurethane hex nuts. Additional nuts and w

ashers can be purchased separately.

The U-Bolts can also be installed to allow

for thermal expansion and contraction of plastic

pipe as shown here.

C

BA

TL

D

Note: Plate not included. Illustration purpose only

Pipe Clamps

Fiberfast Bolts

Fiberfast bolts are provided in two styles and five diam

eters ( 1⁄4", 3⁄8", 1⁄2", 5⁄8" and

3⁄4") and range in length from 1

1⁄4" to 31⁄2". The

flanged style incorporates a molded w

asher collar which elim

inates the need for a w

asher. The flanged style is provided for 1⁄4" and 1⁄2" diam

eter bolts. Flanged bolts are available in 3⁄8" diameter

as a special order item. The hex head style is provided for all

3⁄8", 5⁄8" and 3⁄4" diameter bolts. A

ll Fiberfast bolts are not fully

threaded, therefore, shoulder length (nonthreaded portion) dimen-

sions have been provided. Fiberfast bolts are ideal for mechanical

connections that require a high degree of corrosion resistance. The 3⁄8" diam

eter fasteners are recomm

ended for all channel fitting m

echanical connections. All Fiberfast bolts are m

anufactured from

glass-reinforced polyurethane and are packaged in bags contain-ing 25 pieces.

Hex Flange B

olts

PartNo.

SizeThread Shear (lbs.)*

Shank Shear (lbs.)*

Shoulder Length

Torque (ft./lbs.)

250PU-0751⁄4 x 3⁄4

110210

Full Thread10 In./lbs.

250PU-1001⁄4 x 1

250PU-1501⁄4 x 1

1⁄21⁄2

500PU-1251⁄2 x 1

1⁄4

450870

Full Thread

8

500PU-1501⁄2 x 1

1⁄2500PU-200

1⁄2 x 23⁄4

500PU-2501⁄2 x 2

1⁄2500PU-300

1⁄2 x 31

500PU-3501⁄2 x 3

1⁄22

3⁄16*Thread shear values show


Shoulder

Length

Hex B

olts

Part No.


Shank Shear (lbs.)*

Shoulder Length

(in.)

Torque (ft./lbs.)

375PU-1253⁄8 x 1

1⁄4

250470

Full Thread

3375PU-150

3⁄8 x 11⁄2

1⁄4375PU-200

3⁄8 x 21⁄2

375PU-2503⁄8 x 2

1⁄23⁄4

375PU-3003⁄8 x 3

1625PU-125

5⁄8 x 11⁄4

7001,360

1⁄412

625PU-1505⁄8 x 1

1⁄2625PU-200

5⁄8 x 2625PU-250

5⁄8 x 21⁄2

625PU-3005⁄8 x 3

625PU-3505⁄8 x 3

1⁄21

1⁄4*Thread shear values show


Shoulder

Length

Fiberglass

Fasteners

Vinyl E

ster Square H

ead Bolts

Vinyl ester square head bolts are used for concrete m

ounting and general purpose fastening applications. The square head bolts are constructed from

vinyl ester all-thread rod and vinyl ester square nuts. The units are bonded together w

ith a durable two part urethane adhe-

sive. The square head bolts are offered in 3⁄8" diameter

but can be supplied in other diameters as a special order.

Contact the factory for pricing and availability of special

diameter square head bolts.

Part No.

SizeThread Shear

(lbs.)*Torque

(ft./lbs.)*375V-100

3⁄8 x 1

250 10

375V-1253⁄8 x 1

1⁄4375V-150

3⁄8 x 11⁄2

375V-1753⁄8 x 1

3⁄4375V-200

3⁄8 x 2375V-250

3⁄8 x 21⁄2

375V-3003⁄8 x 3

375V-3503⁄8 x 3

1⁄2375V-400

3⁄8 x 4*Thread shear values show


Aickinstrut hex nuts are available in tw

o styles; hex and hex flange nuts. The A

ickinstrut hex nut is similar in design to the conven-

tional hex nut and is preferred for channel fitting connections. The A

ickinstrut hex flange nut is preferred for applications that require additional thread engagem

ent (such as with all-thread rod) or

maxim

um thread shear strength. A

ll nuts are manufactured from

glass-reinforced polyurethane and are packaged in bags contain-ing 25 pieces. A

ll hex and hex flange nuts are available in PVD

F and Polypropylene and m

etric sizes as a special order. Contact the

factory for pricing and availability.

Fiberfast Hex N

uts

Hex N

uts

Part No.


HeightTorque

(ft./lbs.)

250PU-0001⁄4-20

1500.218

10 in./lbs.375PU-000

3⁄8-16460

0.3283

500PU-0001⁄2-13

8000.437

8625PU-000

5⁄8-111,000

0.54612

750PU-0003-10

0.64015

1000PU-0001-8

1,1000.859

17*Thread shear values shown represent a 3:1 safety factor.

Hex Flange N

uts

Part No.


HeightTorque

(ft./lbs.)

375PU-FN-0003⁄8-16

5000.750

3500PU-FN-000

1⁄2-131,200

0.8558

625PU-FN-0005⁄8-11

2,2001.220

12750PU-FN-000

3⁄4-102,900

1.59015

1000PU-FN-0001-8

1.75017

*Thread shear values shown represent a 3:1safety factor.

Vinyl E

ster Square N

uts

Square nuts are manufactured from

pultrud-ed vinyl ester square stock. They are recom

mended for

applications that require high thread shear values. Square nuts are packaged in bags containing 25 pieces.

Part No.


HeightTorque

(ft./lbs.)

375V-0003⁄8-16

1,3000.437

10500V-000

1⁄2-13

1,700

0.562625V-000

5⁄8-110.687

750V-0003⁄4-10

0.8121000V-000

1-80.937

*Thread shear values shown represent a 3:1 safety factor.

Flat Washers

Flat Washers are m

ade from PV

C and are

available for 1⁄4" diameter through 1". PV

C

washers are recom

mended for connec-

tions that utilize hex nuts and bolts. PVC

w

ashers are packaged in bags containing 25 pieces.

Part No.

SizeOutside

Diameter

250E-9991⁄4

0.49375E-999

3⁄81.00

500E-9991⁄2

1.25625E-999

5⁄81.50

750E-9993⁄4

1.501000E-999

12.25

All-Thread W

ashers

Aickinstrut A

ll-Thread Washers are flat fiberglass w

shers for use with FRP all-thread rods.

All-Thread rod w

ashers are 1⁄4" thick with a 1

7⁄8" diameter and are available in polyester

or vinyl ester resin. To order vinyl ester, add the suffix “V” to the part num

ber. To order square w

ashers add the suffix “-SQ” to the part num

ber.

Part No. *

All-Thread Rod Size (in.)

WR375

3⁄8W

R5001⁄2

WR625

5⁄8W

R7503⁄4

* Add the suffix “V” to the part number to

specify vinyl ester Example “W

R500V”* Add the suffix “-SQ” to the part num

ber to specify square w

asher Example “W

R500-SQ”

15⁄8"

®

Channel N

utsC

hannel nuts are provided in two types; Standard D

uty and Heavy

Duty. Standard D

uty channel nuts are designed for light duty ap-plications that do not require high thread shear values. Standard duty channel nuts can also be used w

ith all sizes of Aickinstrut

Channel. H

eavy duty channel nuts are designed to be used where

high thread shear values or spring nuts are required. Heavy duty

channel nuts can not be used with Series 1000 C

hannel (light duty). A

ll channel nuts are manufactured from

glass-reinforced polyurethane and are packaged in bags containing 50 pieces. C

hannel nuts are also available in PVD

F as a special order. Con-

tact the factory for pricing and availability.

Fasteners

Heavy D

uty Channel N

uts

Part No.

SizeThread Shear

(lbs.)*Torque

(ft./lbs.)375PU-CNHD

3⁄8-16

1,400

8500PU-CNHD

1⁄2-13625PU-CNHD

5⁄8-1110

750PU-CNHD3⁄4-10

10PU-CNMHD

10 mm

812PU-CNM

HD12 m

m

16PU-CNMHD

16 m

m10

20PU-CNMHD

20 mm

*Thread shear values shown represent a 3:1 safety factor.

Standard D

uty Channel N

uts

Part No.

SizeThread Shear

(lbs.)*Torque

(ft./lbs.)250PU-CN

1⁄4-20

460

2312PU-CN

5⁄16-18375PU-CN

3⁄8-16

3500PU-CN

1⁄2-1310PU-CN

10 mm

12PU-CN12 m

m

10PU-CNS#10 Screw

N/A*Thread shear values show


Part No.

Size

200-42263⁄8

200-42171⁄2

200-43415⁄8

200-43423⁄4

Saddle C

lipsA

ickinstrut Saddle Clips m

ake fastening through Aickinstrut chan-

nel much easier. The clips m

ate with the exterior of the channel

flanges and are secured with threaded rods and nuts. The saddle

clips are manufactured from

glass reinforced polyurethane and are supplied in bags of 50 pieces.

Stop-Lock A

ssemblies

Aickinstrut Stop-Lock A

ssemblies reduce the

chance of pipe slippage when running sup-

ports vertically. Stop-Locks are recomm

ended for applications that are subject to vibration, have regular contact w

ith fluids or are verti-cally m

ounted (Type 2). The Stop-Locks fit all three sizes of channel. Stop-Locks are offered w

ith a 3⁄8", 1⁄2" and 5⁄8" bolt size. The 5⁄8" Stop-Lock A

ssembly is supplied w

ith a heavy duty channel nut (the 5⁄8" Stop-Lock A

ssembly

will not w

ork with the 1000 Series C

hannel).

The Stop-Lock Assem

blies' compo-

nents are manufactured from

glass-reinforced polyurethane.

Part No.

SizeForce Resis-tance (lbs.)*

Torque (ft./lbs.)

200-42273⁄8

2007

200-42191⁄2

22012

200-43435⁄8

25015

*Force resistance values shown represents a 3:1 safety factor.

Fabricated Beam

Clam

ps

Part No.

Flange Thickness

Thread Shear (lbs.)*

Torque (ft./lbs.)

20V-2BC-251⁄4

60010

20V-2BC-373⁄8

20V-2BC-501⁄2

*Design load values shown represent a 3:1 safety factor.

Bolts and channel nuts are 1⁄2" diameter.

Fiberglass

Clevis hangers are available in tw

o styles; molded and hand lay-

up. The molded clevis hangers are m

anufactured from glass-re-

inforced polyurethane and are available for sizes 1⁄2" through 6".

The hand lay-up clevis hangers are manufactured from

glass-rein-forced vinyl ester resin and are available for sizes 1" through 24".

Clevis H

angers

Pipe Hangers & Accessories

Molded C

levis Hangers

Part No.

Nominal

Diameter

Max. Pipe O.D.

“A”“B”

“C”Hanger

RodLoad

(lbs.)*CVHPU-100

1⁄2 - 11

1.5004.25

1.251⁄2

670CVHPU-150

11⁄4 - 1

1⁄21

1⁄22.000

5.14CVHPU-200

11⁄2 - 2

22.500

6.52730

CVHPU-4002

1⁄2 - 44

5.12510.00

1.501,150

CVHPU-6004

1⁄2 - 66

6.75012.33

1,170*Design load values show


Hand Lay-U

p Clevis H

angers

Part No.

Size Range A (In.)

Dimensions (in.)

Hanger Rod

Trans Rod

Spreader Rod O.D.

Loads (lbs.)*

TH

H1W

100-15001 – 1

1⁄21⁄8

23⁄4

17⁄8

11⁄2

1⁄2

3⁄81⁄2

60100-1501

11⁄2 – 2

31⁄2

23⁄8

60100-1502

2 – 25⁄8

43⁄4

32

90100-1503

21⁄2 – 3

1⁄45

1⁄23

5⁄8120

100-15043 – 3

7⁄81⁄8

74

1⁄42

5⁄8

160100-1505

4 – 51⁄8

3⁄168

1⁄25

5⁄8250

100-15066 – 7

1⁄810

7⁄87

1⁄23

300100-1507

8 – 91⁄4

1⁄414

93⁄4

350100-1508

10 – 113⁄8

1⁄418

124

5⁄81⁄2

3⁄4450

100-150912 – 13

1⁄221

1⁄214

1⁄85

600100-1510

14 – 153⁄4

241⁄2

161⁄2

3⁄4700

100-151116 – 18

3⁄827

3⁄819

1⁄2

63⁄4

3⁄41

750100-1512

19 – 2134

1⁄222

1⁄2800

100-151321 – 22

1⁄235

1⁄224

850100-1514

22 – 2441

28900


Beam

Clam

ps

Aickinstrut beam

clamps are available in tw

o styles; molded and

fabricated. The molded beam

clamps are m

anufactured from

glass-reinforced polyurethane and can accomm

odate 3⁄8", 1⁄2" and 5⁄8" hanger rod sizes. The m

olded beam clam

ps utilize the traditional “C

” clamp style design. The fabrication beam

clamps

are manufactured from

vinyl ester flat stock and utilize polyure-thane bolts and channel nuts for clam

ping. Fabricated beam

clamps are available for attaching to 1⁄4", 3⁄8" and 1⁄2" thick beam

flanges. Each fabricated beam clam

p assembly includes four (4)

1⁄2" standard duty channel nuts, four (4) 1⁄2" Polyurethane bolts and tw

o (2) attachment clips.

All A

ickinstrut beam clam

ps allow easy attachm

ent of threaded rod to “I” beam

s or other structural assemblies.

Molded B

eam C

lamps

Part No.


Torque (ft./lbs.)

375PU-BC3⁄8

40010

500PU-BC1⁄2


Cope-G

las Beam

Clam

ps

Part No.


Torque (ft./lbs.)

RGBC-13⁄8

50010

RGBC-21⁄2

RGBC-35⁄8

Note: Beam clam

p clip m

ust be pur-chased separately. Illustration purpose only

Beam

Clip – 375PU

-BC

CLP ( 3⁄8")

®

Threaded Rod

Pultruded threaded rods are an excellent choice for hanging and fastening A

ickinstrut Channel. These rods can also be used w

ith either the A

ickinstrut vinyl ester square nuts, polyurethane hex nuts, hex flange nuts and A

ickinstrut channel nuts. All FRP threaded

rod is manufactured from

pultruded vinyl ester resin and is gray in color.

The standard rod lengths are 4' and 8'. Special lengths and threading are also available. C


Part No.

SizeW

eightThread Shear (lbs.)*

Torque (ft./lbs.)

200-38273⁄8-16

0.07415

5200-3828

1⁄2-130.12

57010

200-38295⁄8-11

0.181,260

40200-3830

3⁄4-100.28

1,70050

200-38311-8

0.503,000

60* Thread shear values show

n represent a 3:1 safety factor. * To order eight foot lengths, add suffix “-96” to part num

ber (EX: 200-3827-96)

Pipe Supports

A-K

onnector Rod C

ouplers

are manufactured from

glass-reinforced polyurethane and are

pieces.

Part No.

SizeLength

Thread Shear (lbs.)*

200-38403⁄8-16

21⁄4

800200-3841

1⁄2-13870

200-38425⁄8-11

1,500200-3843

3⁄4-10* Thread shear values show


Duraclam

p C-C

lamps

Duraclam

ps are glass-reinforced polyurethane C-C

lamps that are

designed to replace steel C-C

lamps in areas w

here corrosion is a problem

. The individual Duraclam

p components can also be

purchased separately.

Part No.

DescriptionThread Shear

(lbs.)* Torque

(ft./lbs.)390N-150

“C”-Clamp

2517

390N-BLTBolt

N/A390N-CLP

“C”25

N/A*Design load values show


Note: Bolt Dimension is 5⁄8" x 2

1⁄2"

Channel H

angers A

IC-C

H-P (Polyester)

A

IC-C

H-V (Vinyl Ester)

The Aickin-C

hannel Hanger is designed to support fiberglass

structural “C” channel that is being used as a racew

ay system

for cables, tubing or small diam

eter piping. The Aickin-C

hannel H

anger is available in either polyester or vinyl ester resin and is sim

ply supported from a 1⁄2" FRP all-thread rod and beam

clamp

(not provided). The Channel H

anger will accom

modate “C

” chan-nel w

idth sizes 2" through 8".

Fiberglass

Pow

er-Rack S

tanchions

The Power-Rack Stanchion is the new

alternative to traditional iron cable stanchions used for utility and industrial cable sup-ports. M

ade entirely from glass-reinforced nylon, these stanchions

out-perform m

etallic supports against corrosion. The extended life-span of the Pow

er-Rack Stanchions makes them

the logical choice over m

etallic cable supports. The Power-Rack Stanchion is

available in two different lengths and four different arm

lengths. The unique interlocking design allow

s the arm to "lock" into nine

different levels on the 141⁄4" stanchions and fourteen on the 17

1⁄2" stanchion. G

lass-reinforced polyurethane stanchions are available as a special order. C


Dimensions – The stanchion

back is designed with

9⁄16" wide x 15⁄16" long holes

to accept fasteners for mount-

ing. There are two m

ount-ing holes in the 21

3⁄8" long stanchion and three m

ounting holes in the 33

5⁄16" long stan-chion. Thickness at the slotted m

ounting holes is 17⁄8". The

mounting holes are spaced on

12" centers and require 1⁄2" diam

eter fasteners.

Part No.

DescriptionW

eightLoad

(lbs.)*20N-ARM

088" Arm

1.00

80020N-ARM

1414

1⁄4" Arm1.16

20N-ARM17

171⁄2" Arm

1.4520N-ARM

2323

7⁄8" Arm1.86

20N-STA2121

3⁄8" Stanchion1.49

N/A20N-STA33

335⁄16" Stanchion

2.31*Design load values show


Installation – The Power-Rack Stanchions can be anchored into

existing concrete structures using any good quality industrial anchoring system

. For new concrete structures, the Pow

er-Rack Stanchions can be m

ounted to Aickinstrut concrete em

bedment

channel and attached with 1⁄2" channel nuts and 1⁄2"x 3" Fiberfast

Bolts.

Fire Retardance – Power-Rack m

aterials meet or exceed the require-

ments of U

L94 HB.

Loading – The recomm

ended allowable loads on Pow

er-Rack Stan-chions vary depending upon the position of the arm

. Following

the guidelines listed below w

ill ensure a safe, reliable installation.

distances to the w

all stanchion should not exceed 1200 in./lbs.

Example – A

cable weighing 200 lbs. is positioned on an

arm at a distance of 5" from

the wall stanchion.

If the total load is less than 800 lbs and the sum of the

load multiplied by their distances to the w

all stanchion does not exceed 1200 in./lbs., then the system

is ad-equate. In this case,

Pipe Supports

Wall B

rackets

Aickin-Brackets are available in a w

ide variety of sizes and con-figurations. These w

all brackets are made entirely from

Aickin-

strut material and are specifically designed to m

eet the customers

requirements. They are ideal for custom

izing the support of piping, cables, tubing, conduits or cable trays. These brackets are avail-able in either polyester or vinyl ester resin types and w

ill work w

ith all the A

ickinstrut accessory items. C

onsult the factory for design, pricing and availability inform

ation.

®

Heavy D

uty Post B

ase

20PU-5852 (2" Square), 20PU

-5852 RD

(2" Round)

20PU-5853 H

D (1

5⁄8" Sq.), 20PU-5854 H

D (1

1⁄2" Sq.)

The Aickinstrut heavy duty post base is designed for applications

that require a stronger base attachment than the standard A

ickin-strut post base. M

ade from polyurethane, the heavy duty post base

is available with four different openings: 1

1⁄2", 15⁄8", 2" square

and 2" Schedule 80 round. The heavy duty post base is ideal for m

ounting fiberglass channel, handrails and instrument stands in

corrosive environments. The standard color is gray, but special

colors are available upon request.

8"8"

Dia.

Hole (4)

19⁄32"6

1⁄4"

Instrument &

Pipe Stands

Instrument &

Pipe S

tands

Aickin-Instrum

ent and Pipe Stands are available in polyester or vinyl ester resin types and are designed to m

eet specific customer

requirements. These stands are ideal for supporting instrum

ents and enclosures in corrosive environm

ents. The stands utilize the A

ickinstrut Heavy D

uty Post Base and either 2" x 2" x 1/4" square

tube or 2" Schedule 80 pipe to support the instruments or enclo-

sures. These stands can be designed or configured to meet any

application. Consult the factory for design, pricing and availability

information.

Fiberglass

AIC

KIN

SH

AP

E® S

TRU

CTU

RA

L SH

AP

ES

General purpose pultruded structural shapes can be used as a

complem

ent to Aickinstrut C

hannel Framing projects. The shapes

are ideal for structural bracing, handrails, handrail kickplates, shim

s and supporting grating. Structural shapes are available in either polyester or vinyl ester resin and are provided in 20' lengths. A

dditional structural shapes not listed in this catalog are available. C

ontact the factory for pricing, availability and mini-

mum

s. Special sizes and colors can be run based upon quantity.

NOTESST - Standard Isophthalic Polyester Resin; O = (Olive Green)FR - Isophthalic Polyester Fire Retardant Resin; P = (Dark Gray)VE - Vinyl Ester Fire Retardant Resin; V = (Beige)

Stock Item;

Stocked in YellowIn part num

bers shown below

, replace "X" with resin and color

code (O, P, V). I.E.: 18P-1200-20 Polyester Gray 2" x 1/4" Equal Leg Angle

Structural Shapes

Equal Leg A

ngle

SizeResin

#/Lin. Ft.Part No.

STFR

VE1 x 1⁄8

0.2118X-1100-20

11⁄4 x 1⁄8

––

–0.23

18X-1110-201

1⁄2 x 3⁄160.37

18X-1120-201

1⁄2 x 1⁄40.51

18X-1130-202 x 1⁄4

0.6818X-1200-20

3 x 1⁄41.04

18X-1300-203 x 3⁄8

1.6518X-1310-20

3 x 1⁄2–

––

2.1518X-1320-20

4 x 1⁄41.41

18X-1400-204 x 3⁄8

2.2318X-1410-20

4 x 1⁄22.92

18X-1420-206 x 3⁄8

3.4418X-1500-20

6 x 1⁄24.50

18X-1510-20

Channel

Size (In.)Resin

#/Lin. Ft.Part No.

STFR

VE2 x 9⁄16 x 1⁄8

–0.25

18X-2916-203 x 7⁄8 x 1⁄4

–0.77

18X-3078-203 x 1 x 1⁄4

0.8718X-3114-20

3 x 11⁄2 x 1⁄4

–1.07

18X-3112-203 x 1⁄2 x 1

3⁄16 x 1⁄8–

––

0.6518X-31316-20

4 x 11⁄8 x 1⁄4

1.1118X-4118-20

4 x 13⁄8 x 3⁄16

0.8618X-4138-20

6 x 15⁄8 x 1⁄4

1.6418X-6158-20

6 x 111⁄16 x 3⁄8

2.5218X-61116-20

8 x 23⁄16 x 3⁄8

3.4018X-82316-20

10 x 23⁄4 x 1⁄2

5.6518X-10234-20

I–Beam

SizeResin

#/Lin. Ft.Part No.

STFR

VE3 x 2 x 1

1⁄2 x 1⁄4–

––

1.1818X-2100-20

3 x 11⁄2 x 1⁄4

––

–1.11

18X-2300-204 x 2 x 1⁄4

1.4618X-2400-20

6 x 3 x 1⁄42.24

18X-2600-206 x 3 x 3⁄8

––

–3.29

18X-2800-208 x 4 x 3⁄8

4.4618X-2110-20

8 x 4 x 1⁄2–

––

5.8518X-2130-20

10 x 5 x 3⁄8–

––

5.7818X-2160-20

10 x 5 x 1⁄2–

7.4118X-2180-20

12 x 6 x 1⁄2–

8.9718X-2210-25

18 x 3⁄8 x 41⁄2 x 1⁄2

––

–8.48

18X-2230-2024 x 3⁄8 x 7

1⁄2 x 3⁄4–

––

15.2018X-2240-20

Wide Flange I-B

eam

SizeResin

#/Lin. Ft.Part No.

STFR

VE3 x 3 x 1⁄4

1.6918X-2200-20

4 x 4 x 1⁄42.10

18X-2500-206 x 6 x 1⁄4

3.4118X-2700-20

6 x 6 x 3⁄85.05

18X-2900-208 x 8 x 3⁄8

6.4918X-2120-20

8 x 8 x 1⁄2–

8.7018X-2140-20

10 x 10 x 3⁄8–

––

8.7418X-2170-20

10 x 10 x 1⁄2–

10.9018X-2190-25

12 x 12 x 1⁄2–

13.2018X-2220-25

®

Flat Sheet

SizeResin

#/Lin. Ft.Part No.

STFR

VE1⁄8 x 48 x 96

1.1418X-4100

3⁄16 x 48 x 961.71

18X-42001⁄4 x 48 x 96

2.3418X-4300

3⁄8 x 48 x 963.54

18X-44001⁄2 x 48 x 96

4.6818X-4500

5⁄8 x 48 x 96–

––

5.7918X-4600

3⁄4 x 48 x 96–

––

6.9418X-4700

1 x 48 x 96–

––

9.2718X-4800

Structural Shapes

Em

bedment A

ngle

SizeResin

#/Lin. Ft.Part No.

STFR

VE1 x 1

1⁄2 x 1⁄4–

–1.00

18X-111214-201

1⁄2 x 11⁄2 x 1⁄4

––

1.1018X-11211214-20

2 x 11⁄2 x 1⁄4

––

1.2018X-211214-20

Square Tube

SizeResin

#/Lin. Ft.Part No.

STFR

VE1 x 1⁄8

0.3218X-3100-20

11⁄8 x 1⁄8

––

–0.37

18X-3200-201

1⁄4 x 1⁄8–

––

0.4118X-3300-20

11⁄4 x 1⁄4

––

–0.68

18X-3310-201

1⁄2 x 1⁄80.54

18X-3400-201

1⁄2 x 1⁄4–

–0.98

18X-3410-201

3⁄4 x 1⁄8–

0.6318X-3500-20

13⁄4 x 1⁄4

–1.10

18X-3510-202 x 1⁄8

0.6918X-3600-20

2 x 1⁄41.40

18X-3610-202

1⁄4 x 1⁄8–

–0.83

18X-3800-202

1⁄4 x 1⁄4–

––

1.5618X-3810-20

21⁄2 x 1⁄4

––

1.7918X-3900-20

3 x 1⁄8–

––

1.1218X-3110-20

3 x 1⁄42.15

18X-3111-204 x 1⁄4

2.9318X-3120-20

4 x 3⁄8–

–4.24

18X-3121-206 x 3⁄8

6.4218X-3140-20

Toe Plate4 x 5⁄8 x 1⁄8

–0.49

18X-3130-20

Square B

ar

SizeResin

#/Lin. Ft.Part No.

STFR

VE1 x 1

––

0.8718X-5100-20

11⁄4 x 1

1⁄4–

–1.31

18X-5125-201

1⁄2 x 11⁄2

––

1.9818X-5150-20

2 x 2–

––

3.1218X-5200-20

SizeResin

#/Lin. Ft.Part No.

STFR

VE4 x 1 x 1⁄8

––

–0.85

18X-4118-204 x 1⁄8 x 2 x 1⁄4

1.5218X-418214-20

43⁄8 x 1

3⁄8 x 1⁄8 x 3⁄16–

––

1.1818X-438138-20

41⁄2 x 1

3⁄4 x 1⁄8 x 3⁄16–

––

1.2918X-412138-20

5 x 2 x 1⁄8–

––

1.3218X-5218-20

51⁄8 x 2

1⁄8 x 3⁄16–

––

1.3218X-518218-20

61⁄2 x 1⁄4 x 2 x 1⁄2

––

–3.77

18X-612212-206 x 4 x 1⁄4

––

18X-6414-20

Rectangular Tube

Round R

od

SizeResin

#/Lin. Ft.Part No.

STFR

VE1⁄8

––

0.0118X-70018-20

3⁄16–

–0.02

18X-700316-201⁄4

––

0.0418X-70014-20

5⁄16–

–0.07

18X-700516-200.35

––

–0.08

18X-70035-203⁄8

–0.09

18X-70038-201⁄2

–0.17

18X-70012-205⁄8

–0.27

18X-70058-203⁄4

–0.39

18X-70034-2013⁄16

––

–0.46

18X-7001316-201

–0.66

18X-70100-201

1⁄4–

–1.08

18X-70114-201

1⁄2–

–1.56

18X-70112-202

––

–2.56

18X-70200-202

1⁄2–

––

4.1018X-70212-20

3–

––

5.7018X-70300-20

Fiberglass

Flat Strip

SizeResin

#/Lin. Ft.Part No.

STFR

VE5⁄8 x 1⁄4

––

0.1118X-605814-96

3⁄4 x 1⁄4–

–0.14

18X-603414-961 x 1⁄8

––

–0.11

18X-6118-961

1⁄4 x 3⁄16–

––

0.1918X-6114316-96

11⁄2 x 3⁄8

––

–0.50

18X-611238-961

1⁄2 x 1–

––

1.3218X-61121-96

13⁄4 x 1⁄4

––

0.3818X-613414-96

2 x 1⁄2–

––

0.8818X-6212-96

2 x 1–

––

1.7618X-6210-96

21⁄2 x 3⁄16

––

–0.34

18X-6212316-963 x 1⁄4

––

–0.66

18X-6314-963 x 3⁄8

––

–0.99

18X-6338-963 x 1⁄2

––

–1.32

18X-6312-964 x 1⁄8

––

–0.44

18X-6418-966 x 1⁄4

––

–1.32

18X-6614-966 x 1⁄2

––

–2.16

18X-6612-96

Round Tube

Size (In.)Resin

#/Lin. Ft.Part No.

STFR

VE1 x .100

––

–0.22

18X-7100-201 x 1⁄8

–0.25

18X-7118-201

1⁄4 x 3⁄32–

––

0.2718X-7114332-20

11⁄4 x 1⁄8

––

–0.32

18X-711418-201

1⁄4 x 1⁄4–

––

0.6018X-711414-20

11⁄2 x 1⁄8

–0.45

18X-711218-201

1⁄2 x 1⁄4–

–0.79

18X-711214-201

3⁄4 x 1⁄8–

––

0.4718X-713418-20

13⁄4 x 1⁄4

––

–0.94

18X-713414-202 x 1⁄4

1.1218X-7214-20

3 x.100–

––

0.8918X-7300-20

3 x 1⁄4–

––

1.6818X-7314-20

3 x 1⁄2–

–2.98

18X-7312-204.89 x 1⁄8

––

–2.32

18X-7418-204.89 x 3⁄16

––

–2.97

18X-74316-20

Special S

hapes

Door Frame

Profile/SizeResin

#/Lin. Ft.Part No.

STFR

VE5

3⁄4 x 25⁄8 x 3⁄16

––

–1.60

18X-DF-20

Threshold

Profile/SizeResin

#/Lin. Ft.Part No.

STFR

VE5

1⁄2 x 1⁄4–

––

1.0518X-TH-20

Hat Section

Profile/SizeResin

#/Lin. Ft.Part No.

STFR

VE2 x 7⁄8 x .140

––

–0.34

18X-HS-20

Flight Channel

Profile/SizeResin

#/Lin. Ft.Part No.

STFR

VE3 x 6 x 1⁄8 x 3⁄16

––

1.3118X-93618316-20

3 x 8 x 1⁄8 x 3⁄16–

–1.43

18X-93818316-20

Structural Shapes

®

Handrail C

omponents

Toe Plate†

Size (in.)#/Lin. Ft.

Part No.4 x 5⁄8 x 1⁄8

0.4918X-3130-20

Square Bar †


Part No.1

1⁄4 x 11⁄4

1.3118X*-5125-20

11⁄2 x 1

1⁄21.98

18X-5150-20

Square Tube†


Part No.1

1⁄4 x 1⁄40.68

18X-3310-201

1⁄2 x 1⁄80.54

18X-3400-201

3⁄4 x 1⁄80.63

18X-3500-201

3⁄4 x 1⁄41.10

18X-3510-202 x 1⁄8

0.6918X-3600-20

2 x 1⁄41.40

18X-3610-202

1⁄4 x 1⁄80.83

18X-3800-202

1⁄2 x 1⁄41.69

18X-3900-20

Fixed Connector †

Size (in.)#/Ea.

Part No.4

1⁄4 x 11⁄4

0.87AIC-FC-414

41⁄2 x 1

1⁄21.32

AIC-FC-412

Structural Shapes

Handrail C

onnectors

Fixed 90°

Size (In.)Resin

#/Ea.Part No.

STFR

VE1

1⁄4–

*†–

0.87AIC-FIXED-90-1- 1/4

11⁄2

–*†

–1.32

AIC-FIXED-90-1- 1/2

Adjustable 90°1

1⁄4–

––

AIC-ADJ-90-1- 1/41

1⁄2–

––

AIC-ADJ-90-1- 1/2

Fixed “T”1

1⁄4–

––

AIC-FIXED-T-1- 1/41

1⁄2–

––

AIC-FIXED-T-1- 1/2

Fiberglass

60

0-1

50

0 (Q

uart), 60

0-1

60

0 (G

allon) - Aickincoat

AIC

K-D

IST-D

ISP

Custom

Fabrication and Prom

otional Material

Promotional m

aterials are available for select individuals, including stocking distributors, end users, OEM

's, contractors, specifying engineers, consultants and sales representatives. Please contact the factory for availability.

The Aickin Distributor Display is a counter top display for stocking distributors. This display features m

ultiple channel sizes and materials, adjustable and rigid

pipe straps, U-bolts, molded and fabricated channel fittings, post bases, clevis

hangers and fasteners. All of these materials are then assem

bled to form a com

-prehensive, com

pact display which becom

es an excellent sales tool.

Aickin S

ample B

ox - AIC

K-SA

MP-C

AR

T

Sealers, Coatings, Promotional M

aterial

60

0-2

20

0 - A

ickinzap

Aickinzap is an acrylic spray that provides a corrosion resistant coating when

applied to cut sections of Aickinstrut. Aickinzap is supplied in a 12 oz. can and is recom

mended for use as a sealant for Aickinstrut polyester and vinyl ester

materials after cutting or drilling. Aickinzap is the quickest, m

ost convenient m

ethod for sealing after fabrication.

Aickincoat is a “brush-on” corrosion resistant sealant that should be applied to all cut or drilled surfaces of fiberglass to seal exposed areas from

corrosion. Aickincoat dries into a clear, hard, glossy coating that restores w

eathered fiber-glass surfaces and provides an excellent barrier from

ultraviolet degradation. It is available in quart and gallon cans.

AR

PS

2 - A

ickin Rigid Pipe C

lamp Sam

ple

The Aickin Rigid Pipe Clamp Sam

ple is a desk top sample that displays the rigid

pipe strap clamping a piece of PVC pipe onto a section of Aickinstrut Channel.

AJPS

S2

- Aickin Adjustable Pipe Clamp Sam

ple

The Aickin Adjustable Pipe Clamp Sam

ple is a desk top sample that displays

the Aickin Adjustable Pipe Strap clamping a piece of PVC pipe onto a section of

Aickinstrut Channel.

Aickin D

istributor Literature Displays

(H

anging) A

ICK

-LIT-DISP

(C

ounter Stand) A

ICK

-LIT-DISP-C

S

The Aickin Distributor Literature Display is offered in two designs; w

all hanging and counter standing. The w

all hanging design is meant to be hung from

the tw

o top U-bolts while the counter standing design is a free standing counter

display. Both displays incorporate Aickinstrut channel in their design and utilize the PVC display pipe as the literature container.

The Aickin Sample Box is a convenient plastic carrying case w

ith a complete

sampling of the Aickinstrut product line.

Each Sample Box includes:

PVC strut sample (20E-2000), Polyester strut sam

ple (20P-2000), Polyester slotted strut sam

ple (20P-1100), Vinyl ester strut sample (20V-1500), Polyester

solid channel fitting (20V-2500), Vinyl ester grooved channel fitting (20V-2802), Saddle Clip (200-4226), Fiberfast bolts (250PU-000, 375PU-125 &

500PU-000), Fiberfast nuts (250PU-000, 375PU-125 &

500PU-CN), Square nut (500V-000), PVC w

ashers (375E-999 & 500E-999), Standard duty channel nuts (375PU-CN

& 500PU-CN), Heavy duty channel nut (500PU-CNHD), Adjustable pipe clam

p (200-3110), Rigid pipe clam

p (PCR-125), FRP threaded rod samples (200-3827

& 200-3828)

®

Aickingrate Fiberglass G

rating was developed as a corrosion

resistant alternative to traditional metallic grating. A

ickingrate w

ill not rust, resists corrosion, lasts longer than metal and is

maintenance free. A

ickingrate never requires painting and can be installed w

ith standard hand tools.

Other valuable Aickingrate features include:

Availability of polyester or vinyl ester fire retardant resin systems,

which offer superior corrosion resistance, strength and fire

protection.

Applied grit anti-slip surface on molded grating, w

hich provides superior traction.

Panels are strong and flexible providing a comfortable w

orking surface that enhances safety w

hile reducing worker fatigue.

Panels are lightweight, easy to install and easy to rem

ove for m

aintenance.

UV inhibitors are added to the base resin systems providing

optimum

protection from the effects of w

eathering. Pultruded grating is further enhanced w

ith the addition of a synthetic surfacing veil.

Aickingrate pultruded and molded gratings are ideal for the

following applications:

Aquariums

Chemical &

Petrochemical

Food & Beverage

Marine

Mining

Offshore

Plating

Power Generation &

Utilities

Pulp & Paper

Recreation & Pools

Transportation

Water &

Wastew

ater

Aickingrate pultruded and m

olded gratings are practical, eco-nom

ical solutions for applications where m

etallic gratings are not w

ell suited. Aickingrate offers the best solution for your industrial

flooring needs.

Because Aickingrate is m

arketed with A

ickinstrut Non-M

etallic Strut Support System

s and Aickinshapes N

on-Metallic Structural

Shapes, the customer has the benefit of purchasing all of these

items from

a single source, thereby minim

izing start-up and deliv-ery delays.

Aickingrate stands ready to provide custom

er assistance through its netw

ork of distributors and mechanical sales representatives.

GRATING

Fiberglass

Aickingrate m

olded grating is a one piece, glass-reinforced design available in stan-

Each panel is composed of non-flam

e retardant polyester resin, flam

e retardant polyester resin or vinyl ester resin and continuous fiberglass rovings for optim

um

strength and corrosion resistance. All

Aickingrate m

olded grating is provided w

ith an applied grit anti-skid surface. This anti-skid surface is applied onto the m

e-niscus surface of each panel providing an

extremely long lasting, effective, anti-skid

surface. Standard meniscus surface grating

is also available upon request.

Aickingrate m

olded grating does not rust, never requires painting and resists cor-rosion. The panels have a high strength-to-w

eight ratio and are maintenance free.

They also are lightweight and can easily

be installed without heavy equipm

ent. Fabricating A

ickingrate can easily be ac-com

plished with standard tools.

Polyester

The Aickingrate polyester resin system

has tw

o flame spread ratings. The fire

retardant system has a rating of 25 or less

based on the requirements of A

STM E 84.

The non-fire retardant system is not rated.

Both systems are designed for applications

that will see m

oderate exposure to corrosive elem

ents. These resin systems are ideal

when a cost-effective, corrosion resistant,

system is required.

Standard Colors: Green &

Yellow

Special colors are available upon request.

Vinyl Ester

The Aickingrate vinyl ester resin system

has a flame spread rating of 25 or less

based on the requirements of ASTM

E 84 (contact the factory for applications that require a flam

e spread rating of 10 or less). It is designed to resist the highly corrosive acids and caustics found in the harshest chem

ical environments. This

premium

grade resin system is ideal in

extremely harsh, w

et, caustic conditions and w

ill maintain its structural integrity at

elevated temperatures. Aickingrate vinyl

ester molded grating is the system

to choose in extrem

ely corrosive conditions.

Standard Colors: Orange &

Dark G

raySpecial colors are available upon request.

Special Optional Surfaces

The standard Aickingrate surface is an

applied, sealed grit top. The other optional A

ickingrate surface is a meniscus surface

that also provides optimum

skid resistance.

Meniscus

This “concave surface” grating provides ex-cellent slip resistance and is recom

mended

for light traffic applications.

Anti-Skid

This “applied-grit” surface is ideal for high traffic applications that require superior skid resistance.

AIC

KIN

GR

ATE

® Fiberglass Grating

Resin S

ystems

Loading and Deflection

The load & deflection data is intended

for use only as a guide. The Aickingrate

standard panel sizes are 3' x 10' and 4' x 12'. The bearing bars run across the pan-els m

aking the span 3 or 4 feet. Once the

design load and deflection are determined,

you can calculate the max-im

um allow

able span from

the tables.

LOADING CONSIDERATIONS

Occasionally, A

ickingrate will be subjected

to heavy loads from w

heeled traffic. For these applications, it is not recom

mended

to use Aickingrate w

here solid steel or hard rubber w

heels can cause sharp impact or

chipping of the embedded grit surface. For

the same reason, avoid dropping or sliding

heavy loads on Aickingrate.

MOLDED GRATING

Load &

Deflection Application Data Concentrated

Suggested

Load

Deflection

(lbs.) (in.)

Occasional Foot Traffic (Inspections, etc.)

250 .250-.375

W

orkman w

ith Tools (Maintenance)

300 .250-.375

Heavy Foot Traffic

400 .250-.375

Carts/Nonm

otorized Vehicles 800

.250-.375

Motorized Traffic (Light)

1,500 .250-.375

Aickingrate is ideal for w

ork platforms.

The resiliency designed into each panel reduces w

orker leg and back pain and low

ers overall worker fatigue resultingin

increased productivity. These worker anti-

fatigue benefits make A

ickingrate ideal for platform

s, catwalks, flooring, w

ork stations and m

ezzanines.

®

Grating S

ize

Panel Size: 3' x 10' &

44" x 8' Space Betw

een Bars 3⁄4" x 3- 5⁄8"

Panel Weight:

83 lbs. & 83 lbs.

Bar Thickness:

Weight Per Ft.:

2.75 lbs. sq/ft Bearing Bar

1⁄4"

Open Area: 69%

Cross Bar

3⁄8"

Panel Size: 4' x 12', 4' x 10'

Space Between Bars

1- 1⁄4" x 1- 1⁄4"

Panel Weight:

120 lbs. & 100 lbs.

Bar Thickness:

Weight Per Ft.:


1⁄4"

Open Area: 70%

Cross Bar

1⁄4"

Panel Size: 4' x 12', 4' x 10'

Space Between Bars

1- 1⁄4" x 1- 1⁄4"

Panel Weight:

180 lbs. & 150 lbs.

Bar Thickness:

Weight Per Ft.:


1⁄4"

Open Area: 70%

Cross Bar

1⁄4"

Panel Size: 4' x 12', 4' x 10'

Space Between Bars

1- 3⁄4" x 1- 3⁄4"

Panel Weight:

192 lbs. & 160 lbs.

Bar Thickness:

Weight Per Ft.:


1⁄4"

Open Area: 70%

Cross Bar

1⁄4"

1" (1" X 4")

1' (1- 1⁄2" X 1- 1⁄2")

1- 1⁄2" (1- 1⁄2" X 1- 1⁄2")

2" (2" X 2")

HEIGHT (MESH SIZE)

1. M

aterial

1.1 All m

olded grating will be fiberglass

roving reinforced and constructed from

non-fire retardant polyester, fire retar-dant polyester or vinyl ester resin.

2. Com

position

2.1 G

lass content will be 35%

by w

eight so as to achieve maxim

um corro-

sion resistance.

2.2 Fire-retardant grating w

ill have a flam

e spread rating of 25 or less per the requirem

ents of ASTM

E 84.

2.3 G

rating shall comply w

ith all applicable provisions of the follow

ing flam

mability standards:

A

STM D

-635 (Rate of Burning)

A

STM E 84

(Surface Burning)

U

L 94 V0

(Flamm

ability Standard)

2.4 Standard colors shall include the

following:

Polyester:

Green &

Yellow

Vinyl ester: O

range & D

ark Gray

2.5 Special colors are available upon custom

er request.

3. Structural Design

3.1 Grating shall have the follow

ing grid patterns:

1" x 4" (1" thick)

1

1⁄2" x 11⁄2" (1" thick)

1

1⁄2" x 11⁄2" (1

1⁄2" thick)

2" x 2" (2”" thick)

3.2 Grating shall be provided in stan-

3.3 Specially cut & fabricated grating

sections will be available upon custom

er request.

3.4 Open areas w

ill range from 69%

to 70%

depending on the selected grid pat-tern.

3.5 Standard surface shall be a sealed,

applied grit top surface with m

eniscus surface available upon request.

3.6 Load and deflection values shall be

as stated in this catalog.

3.7 W

eights per sq/ft shall be as stated in this catalog.

4. General

4.1 Grating w

ill be inspected prior to shipm

ent and will be free from

visual defects such as delam

inations, blisters, surface crazing and voids.

4.2 Cut grating w

ill be sealed prior to shipm

ent.

4.3 Use of grating accessories shall

be approved by the manufacturer and

installed in accordance with the m

anu-

4.4 Product substitutions other than A

ickingrate must m

eet or exceed the perform

ance standards set forth in this catalog.

4.5 Grating supplied shall be

Aickingrate as m

anufactured by:

Aickinstrut/T.J. C

ope

MOLDED GRATING SPECIFICATIONS

Fiberglass

Aickingrate pultruded grating is constructed of pultruded “I” or

“T” bars which are available in varying heights (1", 1- 1⁄2" &

2"). Each pultruded bar is connected together w

ith recessed tie bars and covered w

ith an anti-skid, grit top surface to provide sure footing. Each pultruded bar incorporates a synthetic surfacing veil on its exterior. The surfacing veil provides a resin rich surface w

hich allows the grating to w

ithstand hostile environments and

inhibit ultraviolet degradation. The standard panel size is 4' x 12'.

The pultruded grating is available in the following resin system

s:

Polyester

This resin system offers a low

flame spread rating of 15 or less

and is designed for applications where there is m

oderate exposure to corrosive elem

ents.

Vinyl Ester

This resin system offers a low

flame spread rating of 15 or less

and is designed for prolonged exposure in acidic and alkaline type environm

ents.

Aickingrate pultruded grating is m

ore corrosion resistant than conventional m

etal grating. The lightw

eight, maintenance free panels m

ake it less expensive to install than m

etal grating. The low

installation cost combined w

ith the maintenance free

life of pultruded grating make its overall life cycle

costs lower than that of m

etal grating.

Aickingrate pultruded grating

exceeds the requirements for

gratings used in the following applications:

Typical uses for Aickingrate pultruded grating w

ould include:

AIC

KIN

GR

ATE

® Pultruded G

rating

Pultruded Grating

1. Material

All pultruded grating shall be constructed

of glass reinforced, fire retardant polyester resin. Vinyl ester resin is available as a special order.

2. Composition

All pultruded glass reinforced grating shall

have a synthetic veil applied on all exterior surfaces to im

prove weatherability and in-

hibit ultraviolet degradation. An ultraviolet

stabilizer shall be incorporated in the resin form

ulation to further inhibit ultraviolet degradation.G

rating will have a flam

e spread rating of 15 per the requirem

ents ASTM

E 84.G

rating shall comply w

ith all applicable provisions of the follow

ing flamm

ability standards:

ASTM

D-635 (Rate of Burning)

ASTM

E 84 (Surface Burning) U

L 94 V0 (Flam

mability Standard)

2.4 Standard colors shall include the follow

ing:

Polyester (I-bar & T-bar): Yellow

Polyester (W

ide T-bar): Dark G

ray2.5

Special colors are available upon custom

er request.

3. Structural Design

3.1 G

rating shall have the following bar

types and heights: I-bar - (1", 1

1⁄2" & 2" heights)

T-bar - (2" height) W

ide T-bar - (1" & 1

1⁄2" heights)3.2

Grating shall be provided in stan-

3.3 Specially cut &

fabricated grating sections are available upon custom

er request.

3.4 Standard available “open areas” w

ill be the follow

ing: I-bar - (40%

& 60%

) T-bar - (33%

& 50%

) W

ide T-bar - (25% &

38%)

3.5 Special “open areas” are available upon custom

er request.3.6

Grating shall be m

anufactured from

thermally cured pultruded structural

load and tie bar components.

3.7 G

rating shall be provided with a

recessed tie bar design and grit top surface for m

aximum

skid resistance.3.8

Grating shall be an assem

bled and bonded notched tie bar system

to provide both a m

echanical and bonded panel connection.

Aickingrate P

ultruded Specifications

3.9 Load, deflection and panel w

eight values shall be as stated in this catalog.

4. General

4.1 G

rating will be inspected prior

to shipment and w

ill be free from

visual defects. 4.2

All cut ends w

ill be sealed prior to shipm

ent.

4.3 G

rating shall be fully sup-ported according to the m

anufacturer guidelines.4.4

Use of grating accessories shall be

approved by the manufacturer and

installed in accordance with the

4.5 Product substitutions other than A

ickingrate must m

eet or exceed the perform

ance standards set forth in this catalog.

4.6 G

rating supplied shall be A

ickingrate as manufactured by:

Aickinstrut/T.J. C

ope

®

# of Bars/ft. of Width - 8

Load Bar Depth 1”

Open Area 60%

Load Bar Centers 1-1/2” Approx. W

eight 2.62 lbs./ft .2

ENGINEERING PROPERTIES PER FT OF WIDTH

A=2.64 in2

I=0.33 in4

S=0.63 in3

Average EI=1,700,000 lb/in2 (Span

24”)A=Cross Sectional Area

I=Mom

ent of Inertia S=Section M

odulusAverage EI=M

odulus of Elasticity x Mom

ent of Inertia (avg. value other varying spans)

“I” Bar 1

" THIC

K, 6

0%

OP

EN

AR

EA

NOTES:1. M

AX RECOMM

ENDED LOAD represents a 2:1 factor of safety on ULTIMATE CAPACITY.

2. The allowable loads in this table are for STATIC LOAD CONDITIONS at am

bient tempera-

tures only. Allowable loads for im

pact or dynamic conditions should be a m

inimum

of ONE-HALF the values show

n. Long term loads w

ill result in added deflection due to creep in the m

aterial and will also require higher safety factors to ensure acceptable perfor-

mance. For applications at elevated tem

peratures, consult factory. The designer is further referenced to ASCE Structural Plastics Design M

anual.

LOAD TYPES

U

Uniform Load - lbs/ft 2

C

Concentrated Line Load - lbs/ft of Width

Clear Span (in.)

Load Type

Load Required For a Specified Deflection

(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems

[Load (Deflection)]0.250"

0.375"

12U

––

6864 (0.09)C

––

6864 (0.14)

18U

––

4576 (0.25)C

––

6864 (0.40)

24U

15892383

2432 (0.54)C

20003000

5750 (0.72)

30U

6861030

2746 (1.00)C

10751612

4600 (1.07)

36U

362543

2288 (1.58)C

9581438

3833 (1.41)

42U

200300

1878 (2.32)C

442662

3286 (1.86)

48U

131196

1438 (2.75)C

327491

2875 (2.20)

54U

74111

1136 (3.85)C

208312

2556 (3.08)

60U

4567

920 (5.15)C

140209

2300 (4.12)

66U

2741

760 (7.02)C

96144

2091 (5.46)

72U

1929

639 (8.22)C

73109

1917 (6.58)


Load Bar Depth 1”

Open Area 40%

Load Bar Centers 1” Approx. W



A=3.96 in2

I=0.50 in4

St=0.96 in3



I=Mom


odulus Average EI=M



“I” Bar 1

" THIC

K, 4

0%

OP

EN

AR

EA

1.50.14

1.00

.90.60

1.00.14

1.00

.40.60

‘I’ Bar Pu

ltrud

ed G

rating

Clear Span (in.)

Load Type


(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems


0.375"

12U

––

4576 (0.09")C

––

4576 (0.14")

18U

––

3051 (0.25")C

––

4576 (0.40")

24U

10591589

2288 (0.54")C

13311997

3833 (0.72")

30U

458686

1830 (1.00")C

7161075

3067 (1.07")

36U

241362

1525 (1.58")C

453680

2556 (1.41")

42U

135202

1252 (2.32")C

300450

2190 (1.86")

48U

87131

958 (2.75")C

218327

1917 (2.20")

54U

5075

757 (3.85")C

138208

1704 (3.08")

60U

3045

613 (5.15")C

93140

1533 (4.12")

66U

1827

507 (7.02")C

6496

1394 (5.46")

72U

1319

426 (8.22")C

4973

1278 (6.58")

LOAD TYPES

U


C


NOTES:1. M

AX RECOMM



bient tempera-



inimum







anual.

Fiberglass

Clear Span (in.)

Load Type


(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems


0.375"

12U

––

8190 (0.07)C

––

8190 (0.11)

18U

––

5460 (0.17)C

––

8190 (0.28)

24U

2925–

4095 (0.35)C

36765515

6250 (0.43)

30U

12321847

3276 (0.66)C

19232885

5000 (0.65)

36U

6661000

2730 (1.02)C

12471871

4167 (0.83)

42U

357535

2041 (1.43)C

7801170

3571 (1.15)

48U

219329

1563 (1.78)C

548822

3125 (1.43)

54U

193290

1852 (2.40)C

363544

2778 (1.92)

60U

81122

1000 (3.09)C

253380

2500 (2.47)

66U

5075

826 (4.08)C

179268

2273 (3.18)

72U

3755

694 (4.71)C

138208

2083 (3.77)


A=3.20 in2

I=0.94 in4

St=1.20 in3



I=Mom


odulus Average EI=M




Load Bar Depth 1-1/2”

Open Area 60%



“I” Bar 1

1⁄2" THIC

K, 6

0%

OP

EN

AR

EA

1.50.14

1.50

.90.60

‘I’ Bar Pu

ltrud

ed G

rating

LOAD TYPES

U


C


NOTES:1. M

AX RECOMM



bient tempera-



inimum







anual.

LOAD TYPES

U


C


NOTES:1. M

AX RECOMM



bient tempera-



inimum







anual.


A=4.80 in2

I=1.44 in4

St=1.80 in3



I=Mom


odulus Average EI=M




Load Bar Depth 2”

Open Area 50%


eight3.10 lbs./ft .2

“I” Bar 1

1⁄2" THIC

K, 4

0%

OP

EN

AR

EA

1.00.14

1.50

.40.60

Clear Span (in.)

Load Type


(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems


0.375"

12U

––

14,400 (0.07)C

––

12,285 (0.11)

18U

––

8190 (0.17)C

––

12,285 (0.28)

24U

4388–

6143 (0.35)C

55158272

9375 (0.43)

30U

18472771

4914 (0.66)C

28854327

7500 (0.65)

36U

10001500

4095 (1.02)C

18712807

6250 (0.83)

42U

535803

3061 (1.43)C

11701754

5357 (1.15)

48U

327491

2344 (1.78)C

8221234

4688 (1.43)

54U

193290

1852 (2.40)C

544816

4167 (1.92)

60U

122182

1500 (3.09)C

380569

3750 (2.47)

66U

76114

1240 (4.08)C

268403

3409 (3.18)

72U

5583

1042 (4.71)C

207311

3125 (3.77)

®

Clear Span (in.)

Load Type


(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems


0.375"

12U

––

10,800 (0.06)C

––

10,800 (0.10)

18U

––

7200 (0.17)C

––

10,800 (0.27)

24U

4737–

5400 (0.29)C

59348900

10,800 (0.46)

30U

20003000

4320 (0.54)C

31174676

8667 (0.69)

36U

10711607

3600 (0.84)C

20003000

7222 (0.90)

42U

553829

3086 (1.40)C

12091814

6190 (1.28)

48U

343514

2700 (1.97)C

8571286

5417 (1.58)

54U

211316

2140 (2.54)C

592887

4815 (2.03)

60U

137206

1733 (3.16)C

428642

4333 (2.53)

66U

94140

1433 (3.83)C

328492

3939 (3.00)

72U

71106

1204 (4.24)C

266399

3611 (3.39)


Load Bar Depth 2”

Open Area 50%


eight3.10 lbs./ft .2


A=3.20 in2

I=1.68 in4

St=1.96 in3

Sb=1.47 in3



I=Mom


odulus (Top, Bottom)

Average EI=Modulus of Elasticity x M

oment of Inertia (avg. value other varying spans)

“T” Bar 2

" THIC

K, 5

0%

OP

EN

AR

EA

2.00.14

2.00

1.001.00

.601.40

‘T’ B

ar Pultru

ded

Gratin

g

Clear Span (in.)

Load Type


(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems


0.375"

12U

––

14,400 (0.06)C

––

14,400 (0.10)

18U

––

9600 (0.17)C

––

14,400 (0.28)

24U

6316–

7200 (0.29)C

778411676

14,167 (0.45)

30U

26674000

5760 (0.54)C

41676250

11,333 (0.68)

36U

14292143

4800 (0.84)C

26684000

9444 (0.88)

42U

7371106

4114 (1.39)C

16132419

8095 (1.25)

48U

458686

3542 (1.94)C

11431714

7083 (1.55)

54U

281421

2798 (2.49)C

7891184

6296 (1.99)

60U

183274

2267 (3.10)C

571857

5667 (2.48)

66U

125187

1873 (3.75)C

438657

5152 (2.94)

72U

95142

1574 (4.16)C

355533

4722 (3.33)


Load Bar Depth 2”

Open Area 33%




A=4.28 in2

I=2.24 in4

St=2.61 in3

Sb=1.96 in3



I=Mom





“T” Bar 2

" THIC

K, 3

3%

OP

EN

AR

EA

1.50.14

2.00

1.00

.60

.50

1.00

LOAD TYPES

U


C


NOTES:1. M

AX RECOMM



bient tempera-



inimum







anual.

LOAD TYPES

U


C


NOTES:1. M

AX RECOMM



bient tempera-



inimum







anual.

Fiberglass

Aickingrate W

ide T-Bar pultruded grating provides a lightw

eight, non-skid, durable alternative to me-

tallic grating used for pedestrian walkw

ay traffic.

The Aickingrate W

ide T-Bar grit-top grating offers excellent protection for pedestrian traffic particularly in w

et environments.

This low-cost grating is an excellent alternative to

metal grating for w

et areas with high volum

es of foot traffic.


Load Bar Depth 1

Open Area 38%

Load Bar Centers 2.4” Approx. W



A=1.76 in2

I=.23 in4

S-top=.35 in3

S-bot=.22 in3



I=Mom





Clear Span (in.)

Load Type


(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems


0.375"

12U

––

2730 (0.08)C

––

2730 (0.12)

18U

––

1820 (0.22)C

––

2587 (0.34)

24U

7421113

1365 (0.46)C

9331399

1940 (0.52)

30U

312468

1092 (0.87)C

491737

1552 (0.79)

36U

154231

862 (1.40)C

290435

1293 (1.12)

42U

84126

663 (1.89)C

184276

1109 (1.50)

48U

5075

485 (2.43)C

125188

970 (1.94)

WID

E “T” B

ar 1" TH

ICK

, 38

% O

PEN

AR

EA

2.40.12 nom

.

1.00

1.50.90

.601.80

Wid

e ‘T’ B

ar Pultru

ded

Gratin

g

LOAD TYPES

U


C


NOTES:1. M

AX RECOMM



bient tempera-



inimum







anual.

LOAD TYPES

U


C


NOTES:1. M

AX RECOMM



bient tempera-



inimum







anual.

Clear Span (in.)

Load Type


(Note 2)

Max. Recom

. Load (Note 1)

All Resin Systems


0.375"

12U

––

3276 (0.08)C

––

3276 (0.12)

18U

––

2184 (0.22)C

––

3104 (0.34)

24U

8901335

1638 (0.46)C

11191679

2328 (0.52)

30U

374562

1310 (0.87)C

589884

1862 (0.79)

36U

185277

1035 (1.40)C

348522

1552 (1.12)

42U

100150

760 (1.89)C

221332

1330 (1.50)

48U

6090

582 (2.43)C

150226

1164 (1.94)


Load Bar Depth 1”

Open Area 25%




A=2.11 in2

I=.27 in4

S-top=.42 in3

S-bot=.27 in3



I=Mom





WID

E “T” B

ar 1" TH

ICK

, 25

% O

PEN

AR

EA

2.00.12 nom

.

1.00

1.50.50

.601.40

®

To order Aickingrate, use the follow

ing part number schem

e to create the correct part number.

* To order non-fire retardant polyester, add suffix “NFR” to end of part num

ber.

P - PolyesterV - Vinylester

Aickingrate

E - Pultruded Stair treadsG - M

olded GratingP - AickinplateS - Pultruded GratingT - M

olded Stair treadsW

- Wide “T”bar

Pultruded Grating

Pultruded Grating1 - 1" I bar; 40%

o/a2 - 1.5" I bar; 40%

o/a3 - 1" I bar; 60%

o/a4 - 1.5" I bar; 60%

o/a5 - 2" T bar; 33%

o/a6 - 2" T bar; 50%

o/a

Molded Grating

1 - 1" thick, 1" x 4"2 - 1" thick, 1.5" x 1.5"3 - 1.5" thick, 1.5" x 1.5"4 - 2" thick, 2" x 2"

Wide T bar

Pultruded Grating2 - 1" height; 25%

o/a3 - 1" height; 38%

o/a4 - 1.5" height; 38%

o/a5 - 1.5" height; 25%

o/a

Molded Stair treads

1 - 1.5" x 1.5"2 - 1.5" x 6"

Aickinplate1 - 3/16"2 - 1/4"3 - 3/8"

Pultruded Stair treads1 - 1" I bar; 40%

o/a2 - 1" I bar; 60%

o/a3 - 1.5" I bar; 40%

o/a4 - 1.5" I bar; 60%

o/a5 - 2" T bar; 33%

o/a6 - 2" T bar; 50%

o/a

Width of M

aterial in Inches

Length of Material in

InchesGN - GreenGY - GrayYL - YellowOG - Orange

10P

S2

24GN

096*

AICKINGRATE PART NUMBERS

Fiberglass

Use fiberglass or steel support angle, or wooden ledger..

Two standard hold-down clips bolt to angle support at each end. Use Aickingrate grating clips.

Leading edge in contrasting color for easy visual identification.

Use fiberglass or steel channel, or wooden stringer.

Panel size: 22- 1⁄2" x 120"

Approx. Weight:

105 lbs.

Tread TypeConcentrated Load (lbs.)

Span (in.)18

2430

3642

48

Span/150.12

.16.20

.24.28

.321" Deep, I-Bar

250.03

.08.14

.22.34

.46

60% Open Area

500.07

.15.28

.44.68

.92

1.5" Deep, I-Bar250

.01.02

.04.06

.09.13

60% Open Area

500.02

.04.08

.11.18

.26

2" Deep, T-Bar250

.01.02

.03.04

.06.09

50% Open Area

500.02

.04.06

.09.12

.18

1" Deep, I-Bar250

.02.05

.10.16

.24.33

40% Open Area

500.05

.11.20

.32.49

.65

1.5" Deep, I-Bar250

.01.01

.03.04

.06.09

40% Open Area

500.02

.03.05

.07.12

.17

2" Deep, T-Bar250

.01.01

.02.03

.05.07

33% Open Area

500.02

.03.04

.06.09

.14

Molded S

tair Treads

Pultruded S

tair Treads

Molded stair treads are available in the

same resin form

ulations as the standard m

olded grating panels. Each panel incor-porates an applied, grit surface w

ith an extra-thick, dark colored nosing. This lead-ing edge color contrast increases the stair tread visibility and prevents slips and falls on stairw

ays.

All stair treads are 1

1⁄2” thick and provided in a 1

1⁄2” square mesh configuration. The

standard stair tread panel size is 221⁄2” x

120”. Each panel weighs approxim

ately 105 pounds.

Standard Colors: G

reen, Yellow, G

ray and O

range


Aickingrate stair tread panels can be cut

with the sam

e tools that are used on the A

ickingrate molded grating panels.

Aikengrate Stair Trends are available in either m

olded or pultruded designs. Both designs incorporate an anti-skid, grit top surface.

Pultruded stair treads incorporate the same

performance characteristics as the A

ick-ingrate pultruded grating panels. A

ll stair treads are slip-resistant, non-conductive and offer a high level of safety, strength and corrosion resistance.

Pultruded stair treads are available in either polyester or vinyl ester resin types. The

Stair treads are available in 1”, 11⁄2” &

2” depths. The available bar shapes are “I” bar and “T” bar. A

ll pultruded stair treads

incorporate a color contrast nosing to allow

for quick and easy visual distinction, w

hich prevents slips and falls.

Standard Colors: Yellow

(Polyester), Gray (Vinyl ester)

AICKINGRATE STAIR TREADS

®

Aickinplate Panel W

eight 45 lbs.

12 (in.) Use on flat

3⁄16" W

eight/Sq. Ft. 1.4 lbs.

18 solid surface only

24

Aickinplate Panel W

eight 60 lbs.

12 (in.) 199 lbs.

1⁄4" W


18 98

24 62

Aickinplate Panel W

eight 85 lbs.

12 (in.) 583 lbs.

3⁄8" W


18 304

24 203

Aickinplate is a m

olded, non-skid fiber-glass plate that offers an econom

ical, safe solution for slippery w

alking surfaces. The non-skid surface provides excellent traction even w

hen oil or other slippery liquids are present. Because A

ickinplate is molded

from fiberglass, it provides superior corro-

sion resistance and never requires painting. A

ikinplate is a structural floor plate that is non-porous and cleans easily w

ith water.

Aickinplate is easy to fabricate. It can be

cut with m

asonry blades and drilled with

standard carbide-tipped drill bits. The standard panel size is 4' x 8' and they are available in three thickness'; 3⁄16", 1⁄2" and 3⁄8". A

ll panels will be constructed from

both non-fire retardant or fire retardant polyester resin and fire retardant vinyl ester resins. A

USD

A approved, polyester resin

Aickinplate is available.

Some typical Aickinplate applications w

ould be:

Fishing boat decks

Packing plant floors

Swim

ming pools

Work platform

s

Standard Colors: G

reen, Gray, Yellow

, & O

range


Note: Install clips a maxim

um of every

48” and use at least 8 clips per 4' x 12' panel.

Capacity

AIC

KIN

PLA

TE

Grating Accessories

Fiberglass

Aickingrate floor pedestals are an econom

ic method for providing an elevated A

ickingrate molded flooring system

. Pedestal supported flooring system

s are extremely versatile and can be m

odified or moved to m

eet wash-dow

n requirements.

Pedestals are designed for a maxim

um height of 12 inches w

ithout braces.

Part numbers

Style

P-AD

J A

djustable (5"-12")

P-STA

Stationary (3"-12")

Grating clips are specially designed to fasten and secure grating panels to support

structures. All grating clips are m

ade from 316 Stainless Steel.

M-Clips

Type M-clips secure panels to a support

and restrain panel movem

ent in all direc-

tions. M-C

lips can also be installed with

self-tapping screws w

hen attaching to metal

supports.

Molded G

rating Clips

Pedestal Placement Table for Aickingrate M

olded Grating

A 300 lbs. Concentrated A 300 lbs. Concentrated

Load w

ill Produce a Load w

ill Produce aAickingrate

.250" Deflection with

Deflection indicated below

Mesh

Pedestals Spaced as w

ith Pedestals SpacedConfiguration

Indicated Below

4' x 4' 3' x 3'

2' x 2'

1" Thick, 1" x 4" 27" x 27"

(1) (1)

.200 in.

1" Thick, 1- 1⁄2" x 1- 1⁄2" 28" x 28"

(1) (1)

.180 in.

1- 1⁄2" Thick, 1- 1⁄2" x 1- 1⁄2" 48" x 48"

.250 .140

.065 in.

2" Thick, 2" x 2" 48" x 72"

.120 .080

.040 in.

Molded G

rating Floor Pedestals

Type M

Type RT

Type MI, M

T, MTW

C-Clips

Used for joining tw

o unsupported grating panel ends.

Part

Grating

num

bers panel thickness

C

-1 1"

C

-2 1

1⁄2"

C

-3 2"

Part Aickingrate

num

bers m

esh configuration

M-1

1" thick, 1" x 4"

M

-2 1" thick, 1

1⁄2" x 11⁄2"

M

-3 1

1⁄2" thick, 11⁄2" x 1

1⁄2"

M-4

2" thick, 2" x 2"

Pultruded G

rating Clips

Part numbers

Grating panel

thickness

MI-4

“I” bar, 40% open area,

1" & 1

1⁄2" thick

MI-6

“I” bar, 60% open area,

1" & 1

1⁄2" thick

MT-3

“T” bar, 33% open area,

2" thick

MT-5

“T” bar, 50% open area,

2" thick

MTW

-381 W

ide “T” bar, 38%

open area, 1” thick

MTW

-3815 W

ide “T” bar, 38%

open area, 11⁄2" thick

RT-Clips

Part numbers RT-25

Grating panel thickness

Wide “T” bar, 25%

open area, 1 &

11⁄2" thick

Grating Accessories

®

The information contained in this table is intended to only be used as a guide for m

olded & pultruded grating. Because actual conditions

may differ, the end-user m

ust determine if the grating w

ill withstand the intended environm

ent.

C=Continuous exposure of the grating to the Chemical Environm

ent listed at the temperature listed.

S=Frequent exposure of the grating to splashes and spills from the Chem

ical Environment listed w

ith that environment at the tem

perature listed.I=Infrequent exposure of the grating to splashes and spills from

the Chemical Environm

ent listed with that environm

ent at the temperature listed and the spill im

-m

ediately cleaned up or washed from

the grating.N

=Not recom

mended for the concentrations and tem

peratures listed.T=TestConsult Aickingrate for corrosion recom

mendations at concentrations, tem

peratures or chemicals not listed in this guide.

Max. Tem

p. is 180°F for Vinylester 150°F for Polyester.

CORROSION-RESISTANCE GUIDE

Chemical

Environment

%

ConcentrationTem

p.˚F

POLYVE

Acetic Acid50

Max.

CC

Acetone100

75I

NAlcohols

100120

II

Aluminum

AllM

ax.C

CAlum

inum Chloride

AllM

ax.C

CAlum

inum Fluoride

2075

II

Amm

onium Hydroxide

3075

IN

Amm

onium Salts

- NeutralAll

120C

S

Amm

onium Salts

- AggressiveAll

75T

N

Aromatic Solvents

All75

NN

Barium Salts

AllM

ax.C

CBenzene

100140

IN

Black Liquor (Pulp Mill)

AllM

ax.I

NBleach Liquor (Pulp M

ill)All

Max.

IN

Calcium Hydroxide

25M

ax.S

ICalcium

HypochloriteAll

Max.

IN

Calcium Salts

AllM

ax.C

CCarbon Tetrachloride

10075

SN

Chlorinated Hydrocarbons100

75T

TChlorine Dioxide

Sat.140

SN

Chlorine Water

Sat.120

IN

Chlorine, Wet

Sat.M

ax.N

NChlorobenzene

10075

NN

ChlorobenzeneAll

Up to 100N

NChloroform

10075

NN

Chromic Acid

50140

IN

Citric AcidAll

Max.

CC

Copper Cyanide PlatingAll

125S

ICopper Salts

AllM

ax.C

CCrude Oil (Sw

eet or Sour)All

Max.

CC

Dichlorobenzene100

75N

NEthers

75N

NFerric Chloride

100M

ax.C

CFerric Salts

AllM

ax.C

CFluoride Salts + HCI

All75

IN

Fluosilicic Acid10

75S

IForm

aldehyde37

150S

IForm

ic Acid25

100S

IFuel (Diesel, Jet, Gasoline)

All100

CC

Glycerine100

Max.

CC

Green Liquor (Pulp Mill)

AllM

ax.I

NH

ydrobromic Acid

48M

ax.I

NH

ydrochloric Acid10

Max.

SS

Hydrochloric Acid

30M

ax.I

IH

ydrochloric Acid (Concentrated)

AllU

p to 180N

N

Chemical

Environment

%

ConcentrationTem

p.˚F

POLYVE

Hydrocyanic Acid

AllM

ax.S

IHydrofluoric Acid

2075

NN

Hydrogen Peroxide30

75S

NLactic Acid

100M

ax.C

CLim

e SlurrySat.

Max.

CC

Lithium Salts

AllM

ax.C

CM

agnesium Salts

AllM

ax.C

IM

aleic Acid100

Max.

SI

Mercury Chloride

100M

ax.C

CNickel Salts

AllM

ax.C

CNitric Acid

20120

II

Nitric Acid35

100I

NNitric Acid

40Am

bientN

NNitric Hydrofluoric

20:275

NN

Nitrous Acid10

75C

COzone for Sew

age Treatm

ent100

CC

Perchloroethylene100

75I

NPhenol

1075

IN

Phenol88

Ambient

NN

Phosphoric Acid 85

Max.

CS

Phosphoric Acid, Super115

Max.

SN

Potassium Hydroxide

10120

SN

Potassium Salts

AllM

ax.C

CSilver Nitrate

100M

ax.C

CSodium

CyanideAll

75S

ISodium

Hydroxide50

Max.

IN

Sodium Hydroxide

10M

ax.N

NSodium

Hypochlorite (Stable)

10100

SI

Sodium Salts-Neutral

AllM

ax.C

CSodium

Salts-AggressiveAll

75T

NSulfur Dioxide

Sat.M

ax.S

SSulfuric Acid

25M

ax.S

ISulfuric Acid

50M

ax.S

NSulfuric Acid

75100

IN

Toluene100

120I

NTrichloroethane 1,1,1

All75

IN

Trisodium Phosphate

50M

ax.I

NW

ater (Fresh, Salt, M

oderate, D.I.)100

Max.

CC

Wet Chlorine/Hydrochloric

Acid)10-20

Up to 350N

N

White Liquor

(Pulp Mill)

AllM

ax.S

N

Zinc Chloride PlatingAll

75S

NZinc Salts

100M

ax.C

C

TECH

NIC

AL D

ATA

TECH

NIC

AL D

ATA

1"3⁄8"

1⁄2"1⁄2"

14

5

Technical Data 1"3⁄8"

1⁄2"1⁄2"

Beam D

iagrams and Form

ulas:

Nom

enclature

Cantilever Beam

s

Simple Beam

s

Beams fixed at one end, supported at other

Beam

s fixed at both ends

Beam Load (Static) C

onversion Factors

Design Load D

ata For Power-Strut C

hannel Connections

Pipe Spacing Tables

NFPA

13 Com

pliance Tables

Section Modulus Required for Trapeze M

embers

Electrical Metallic Tubing D

ata

Conduit Spacing

Conduit &

Pipe Data

Steel Rigid

Interm

ediate Metal

Steel Pipe

C

opper Tube

Cast Iron

PV

C

Spacing of Hangers:

C

opper Tubing

Steel Pipe

PMC

Plastic Pipe

Load Tables

Threaded Hot Rolled Steel Rod

W

ide Flange Beams

C

hannels – Am

erican Standard

I-Beams – A

merican Standard

Unit C

onversions

Part Num

ber Index

®

The information presented below

is a direct reproduction from portions of the

8th Edition of THE MANUAL OF STEEL CONSTRUCTION

by express permission of the Am

erican Institute of Steel Construction.

Beam

Diagram

s and Formulas (N

omenclature)

E

Mo

du

lus o

f Ela

sticity of ste

el a

t 29

,00

0 ksi.

I M

om

en

t of In

ertia

of B

ea

m (in

ch4).

Mm

ax

M

axim

um

Mo

me

nt (kip

inch

)

M1

M

axim

um

mo

me

nt in

left se

ction

of b

ea

m (kip

inch

)

M2

M

axim

um

mo

me

nt in

righ

t sectio

n o

f be

am

(kip in

ch)

Mx

M

om

en

t at d

istan

ce x fro

m e

nd

of b

ea

m (kip

inch

)

P

Co

nce

ntra

ted

Lo

ad

(kips)

R

En

d b

ea

m re

actio

n fo

r an

y con

ditio

n o

f symm

etrica

l loa

din

g (kip

s)

R1

L

eft e

nd

be

am

rea

ction

(kips)

R2

R

igh

t en

d o

r inte

rme

dia

te b

ea

m re

actio

n (kip

s)

V

Ma

ximu

m ve

rtical sh

ea

r for a

ny co

nd

ition

of sym

me

trical lo

ad

ing

(kips)

V1

M

axim

um

vertica

l she

ar in

left se

ction

of b

ea

m (kip

s)

V2

V

ertica

l she

ar a

t righ

t rea

ction

po

int, o

r to le

ft of in

term

ed

iate

rea

ction

po

int o

f be

am

(kips)

Vx

V

ertica

l she

ar a

t dista

nce

x from

en

d o

f be

am

(kips)

a

Me

asu

red

dista

nce

alo

ng

be

am

(inch

)

b

Me

asu

red

dista

nce

alo

ng

be

am

wh

ich m

ay b

e g

rea

ter o

r less th

at “a

” (inch

)

L

Tota

l len

gth

of b

ea

m b

etw

ee

n re

actio

n p

oin

ts (inch

)

W

Un

iform

ly distrib

ute

d lo

ad

pe

r un

it of le

ng

th (lb

s)

x

An

y dista

nce

me

asu

red

alo

ng

be

am

from

left re

actio

n (in

ch)

x1

A

ny d

istan

ce m

ea

sure

d a

lon

g o

verh

an

g se

ction

of b

ea

m fro

m n

ea

rest re

actio

n p

oin

t(in).

ma

x

Ma

ximu

m d

efle

ction

(inch

)

a

De

flectio

n a

t po

int o

f loa

d (in

ch)

x

De

flectio

n a

t po

int x d

istan

ce fro

m le

ft rea

ction

(inch

)

Beam

Diagram

s and Formulas (C

antilever Beam

s)

P

L

VM

L

ab

P

M V

M V

V m

ax. = P

M m

ax. = P

L

max. =

PL

3

3EI

V m

ax. = W

max. =

WL

3

8EI

WL2

M m

ax. =

V m

ax. = P

max. =

Pb

2(3L-b)6E

I

M m

ax. = P

b L

CA

NT

ILE

VE

R B

EA

MS


1⁄2"1⁄2"

Beam

Diagram

s and Formulas

(Simple B

eams)

The information presented below

is a direct reproduction from portions of the

8th Edition of THE MANUAL OF STEEL CONSTRUCTION

by express permission of the Am

erican Institute of Steel Construction.

M V

L PL

2

RR

M V

LR

RL

R1

R2

M V

ab

P

R=

V m

ax. =

M m

ax. =

max. =

PL

3

48EI

P2P2PL4

R=

V m

ax. =

M m

ax. =

max. =

5WL

3

384EI

W2W2W

L8

R2 =

V m

ax. =

M m

ax. =

PbL

R1 =

PaL

PaLPabL

Pab(a+

2b) 3a(a+2b)

27EIL

max. =

LR

1R

2

ab

P

VM

LR

1

PL

2

VM

L

VM

3L8

3L4

R2 =

M at point of load =

R1 a

M at fixed end =

Pb

2

2L3

R1 =

Pa

2L3

(a+2L)

(3L 2-a 2)Pab

2L3

(a+L)

R1 =

V m

ax. =

M m

ax. =

max. at x =

0.447L

5P1611P163P

L16

max. =

0.009317 PL

3

EI

R1 =

V m

ax. =

M m

ax. =

max. at x =

0.4215L

3W85W8W

L8

max. =

WL

3

185EI

R1

V

M2

LR

1R

2

ab

P

VM

L PL

2

VM

L

M1

R2 =

M1 =

M2 =

Pb

2

L3

R1 =

Pa

2

L3

(3a+b)

(a+3b)

Pab

2

L2

Pa

2bL

2

V m

ax. =

M m

ax. =

max. =

PL

3

192EI

P2PL8

V m

ax. =

M m

ax. =

max. =

WL

3

384EI

W2WL

12

Beam

Diagram

s and Formulas (B

eams fixed at one end, supported at other)

Beam

Diagram

s and Formulas

(Beam

s fixed at both ends)

®

Power-Strut beam

loads shown for varoius channels throughout this catalog are for single span, sim

ple beams, w

ith uniform loads. Loading or

other support conditions can be calculated by multiplying the channel beam

load by the appropriate factor listed below

.

Beam

Load (Static) C

onversion Factors

1.) To determine the load and deflection of a PS-200

simple beam

72" long, with a concentrated load

at the center of span: From

the PS-200 Beam Load Chart (page 27), the m

aximum

uni-form

load for a 72" span is 560# with a deflection of .50".

Multiply the above factors:

Load = 560 x .50 = 280#

Defl. = .50 x .80 = .40"

Exam

ple so

lutio

ns

Co

ntin

uo

us B

eam, T

wo

Eq

ual S

pan

s,C

on

centrated

Lo

ad at C

enter o

f Each

Sp

an0.67

0.48

DE

FL

EC

TIO

N

FA

CT

OR

LO

AD

FA

CT

OR

LO

AD

AN

D S

UP

PO

RT

CO

ND

ITIO

N

SP

AN

1.00

1.00

0.50

0.25

1.50

1.00

1.00

0.12

1.30

0.62

1.10

1.00

0.80

2.40

0.30

0.40

0.42

3.20

0.92

0.71

1.S

imp

le Beam

,U

nifo

rm L

oad

2.S

imp

le Beam

,C

on

centrated

Lo

ad at C

enter

3.S

imp

le Beam

,T

wo

Eq

ual C

on

centrated

Lo

adcs at 1/4 p

ts

4.B

eam F

ixed at B

oth

En

ds,

Un

iform

Lo

ad

5.B

eam F

ixed at B

oth

En

ds,

Co

ncen

trated L

oad

at Cen

ter

6.C

antilever B

eam,

Un

iform

Lo

ad

7.C

antilever B

eam,

Co

ncen

trated L

oad

at En

d

8.C

on

tinu

ou

s Beam

, Tw

o E

qu

al Sp

ans,

Un

iform

Lo

ad o

n O

ne S

pan

9.C

on

tinu

ou

s Beam

, Tw

o E

qu

al Sp

ans,

Un

iform

Lo

ad o

n B

oth

En

ds

10.Co

ntin

uo

us B

eam, T

wo

Eq

ual S

pan

s,C

on

centrated

Lo

ad at C

enter o

f On

e Sp

an

11.

SP

AN

SP

AN

2.) To determine the load and deflection of a PS-200-2T3 cantilever

beam 24" long w

ith a concetrated load at end: From

the PS-200-2T3 Beam Load Chart (page 27), the m

aximum

uniform

load for a 24" span is 3130# with a deflection of .03".

Multiply the above factors:

Load = 3130# x .12 = 376#

Defl. = .03 x 3.20 = .096"


1⁄2"1⁄2"

Design Load Data For Power-Strut Channel Connections

PS

60

3 – PS-200 1500#, PS-210 1000#

PS

60

3 – PS-200 1000#, PS-210 650#

PS

60

7 – PS-200 2000#, PS-210 2000#

PS

-60

1 - PS-210 1000#, PS-210 800#

Both Ends SupportedBoth Ends Supported

PS

60

5 – PS-2001500, #PS-210 1000#


PS

33

73

- PS-200 3000#, PS-210 2000#


PS

74

5 – PS-200 2000#, PS-210 1500#

Both Ends Supported

LOA

D

LOA

D

LOA

D

LO

AD

LO

AD

LOA

D

LOA

D

LOA

D

LOA

D

PS

60

4 – 500#

PS

60

6 – 500#

1.) Safety Factor = 2- 1⁄2 based on ultimate strength of connection.

2.) Load Diagrams indicate design loads for 12 ga. (listed as PS-200) and for 14 ga. (listed as PS-210) channels.

ChannelLoad (lbs)

PS 2001,500

PS 2101,000

ChannelLoad (lbs)

PS 2001,500

PS 2101,000

ChannelLoad (lbs)

PS 2001,000

PS 210650

ChannelLoad (lbs)

PS 2003,000

PS 2102,000

ChannelLoad (lbs)

PS 2002,000

PS 2101,500

ChannelLoad (lbs)

PS 2002,000

PS 210

ChannelLoad (lbs)

PS 2001,000

PS 210800

®

Tables of Pipe S

pacing

This chart, developed by Julius Getlan of Seelye Steven-

son Value & Knect, consulting engineers, N

ew York C

ity, enables one to quickly determ

ine the centerline-to-centerline dim

ension between any tw

o size pipes on a rack. Select the sm

aller pipe size at top and select the other at the side of the table. W

here the appropriate columns intersect, the

dimension is given.

These factors are included in the dimensions given:

1⁄4the next larger 1⁄4

2. 1

1⁄2

Normal

Pipe Dia.(In.)

Normal Pipe Diam

eter, Inches3⁄4"

1"1

1⁄4"1

1⁄2"

TS

TF

ST

FS

TF

S

3⁄4T

43⁄4

––

––

––

––

––

S4

1⁄24

1⁄4

1T

54

3⁄45

1⁄4F

65

3⁄46

1⁄47

1⁄4S

43⁄4

41⁄2

56

41⁄2

11⁄4

T5

1⁄45

51⁄2

61⁄2

55

1⁄2F

61⁄4

66

1⁄27

1⁄26

1⁄46

3⁄47

3⁄4S

43⁄4

41⁄2

56

41⁄2

51⁄4

61⁄4

43⁄4

11⁄2

T5

1⁄45

51⁄2

61⁄2

51⁄4

53⁄4

63⁄4

51⁄4

53⁄4

F6

1⁄26

1⁄46

3⁄47

3⁄46

1⁄46

3⁄48

61⁄2

78

S5

43⁄4

51⁄4

61⁄4

43⁄4

51⁄4

65

51⁄2

61⁄2

5

2T

53⁄4

51⁄2

67

51⁄2

67

1⁄45

3⁄46

1⁄47

1⁄45

3⁄4F

76

3⁄47

1⁄48

1⁄46

3⁄47

1⁄48

1⁄27

71⁄2

81⁄2

7S

51⁄4

55

1⁄26

1⁄25

51⁄2

63⁄4

51⁄4

53⁄4

63⁄4

51⁄4

21⁄2

T6

53⁄4

61⁄4

71⁄4

66

1⁄27

1⁄26

61⁄2

73⁄4

61⁄4

F7

1⁄27

1⁄47

3⁄48

3⁄47

1⁄47

3⁄49

71⁄2

89

71⁄2

S5

1⁄25

1⁄45

3⁄46

3⁄45

1⁄45

3⁄47

51⁄2

67

51⁄2

3T

61⁄4

66

1⁄27

1⁄26

1⁄46

3⁄47

3⁄46

1⁄46

3⁄48

61⁄2

F7

3⁄47

1⁄28

97

1⁄28

91⁄4

73⁄4

81⁄4

91⁄4

73⁄4

S5

3⁄45

1⁄26

75

1⁄26

71⁄4

53⁄4

61⁄4

71⁄4

53⁄4

4T

71⁄2

71⁄4

73⁄4

83⁄4

71⁄4

73⁄4

97

1⁄28

97

1⁄2F

98

3⁄49

1⁄410

1⁄48

3⁄49

1⁄410

1⁄29

91⁄2

101⁄2

9S

63⁄4

61⁄2

78

61⁄2

78

1⁄46

3⁄47

1⁄48

1⁄46

3⁄4

5T

87

3⁄48

1⁄49

1⁄47

3⁄48

1⁄49

1⁄28

81⁄2

91⁄2

8F

91⁄2

91⁄4

93⁄4

103⁄4

91⁄4

93⁄4

119

1⁄210

119

1⁄2S

71⁄4

77

1⁄28

1⁄47

71⁄2

83⁄4

71⁄4

73⁄4

83⁄4

71⁄4

6T

83⁄4

81⁄2

910

81⁄2

910

1⁄48

3⁄49

1⁄410

1⁄48

3⁄4F

109

3⁄410

1⁄411

1⁄49

3⁄410

1⁄411

1⁄210

101⁄2

111⁄2

10S

73⁄4

71⁄2

89

71⁄2

89

1⁄47

3⁄48

1⁄49

1⁄47

3⁄4

8T

83⁄4

91⁄2

1011

93⁄4

101⁄2

111⁄4

93⁄4

101⁄4

111⁄2

10F

111⁄4

1111

1⁄212

1⁄211

111⁄2

123⁄4

111⁄4

113⁄4

123⁄4

111⁄4

10T

111⁄4

1111

1⁄212

1⁄211

111⁄2

123⁄4

111⁄4

113⁄4

123⁄4

111⁄4

F12

1⁄212

1⁄412

3⁄413

3⁄412

1⁄412

3⁄414

121⁄2

1314

121⁄2

12T

121⁄4

1212

1⁄213

1⁄212

121⁄2

133⁄4

121⁄4

123⁄4

133⁄4

121⁄4

F14

133⁄4

141⁄4

151⁄4

133⁄4

141⁄4

151⁄2

1414

1⁄215

1⁄214

T

engineering catalog power-strut - usesi · 2018-05-28 · screens, tunnel stanchions and offshore...

Documents