Purlins Girt s

7/30/2019 Purlins Girt s

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Engineered Solutions

PURLINS

AND GIRTS

Engineered ServiceNova Steel Stoney Creek, ON



MISSION

OUR PRODUCTS AND SERVICE

Our entire team is able to suggest optimal and

innovative solutions for bid preparation, project design

and manufacturing.

Our production equipment has always been at

the leading edge of technology. Canam has invested

in computer-aided manufacturing and numerically-

controlled equipment.

We offer a wide range of metal construction

components including joists, trusses, hambro ® joists,

metal plates, purlins and girts, Murox building systems,Sun steel buildings and variable inertia girders.

Our exceptional service also includes our ability

to deliver just in time and at your convenience. With

our fleet of tractors and semitrailers, we assure you

that we will meet the requirements of your construction

schedule. Depending on the region and the delivery

site, we can transport pieces with dimensions of upto 16 ft. in width by 120 ft. in length.

WARNING

Although every effort was made to ensure that all

data in this catalogue is factual and that the numerical

values are accurate to a degree consistent with current

structural design practice, Canam Steel does notassume responsibility for errors or oversights that may

result from the use of the information contained herein.

Anyone making use of the contents of this catalogue

assumes all liability arising from such use. All

suggestions for improvements to this publication will

To be recognized as the best designer and manufacturer of steel joists and metacomponents, through flexibility, product quality and exceptional servic



INTRODUCTION

Canam Steel is pleased to present a new series of cold

formed channels, C’s and Z’s used as purlins and girts.

ADVANTAGES

Canam’s “C” and “Z” shapes are very cost effective

members. Manufactured in a new, fully automated facility,

they are cut to length, punched, formed and painted on a

single line, producing substantial saving in materials andproduction time.

The sections are supplied painted either red or gray

and are in conformance with the CPMA-1-73A standard.

MATERIAL

All purlins and girts are cold formed from high-strength

steel to minimize weight while maximizing capacity. The steel

conforms to the requirements of ASTM Standard A607 Grade

50, Steel Sheet and Strap, high-strength, Low Alloy Columbium

or Vanadium, or both, Hot Rolled and Cold Rolled.

DESIGN

The “C” and “Z” sections have been designed

in accordance with the Standard 1996 AISI Specifications.

TOLERANCES

Fabricationtolerances for the cold

formed “C” and “Z” shapes

are in accordance with

tolerances specified in the

Standard CAN/CSA-A660-



COLD FORMED “C” CHANNELS

d

e

S.C.

t/2

x

Y

Y

X

R

SECTIONS PROPERTIES

d b h t Ix Sx rx Iy Sy ry x

C 6 x 2.9 6 2.75 1.0 0.060 4.480 1.322 2.397 0.886 0.487 1.066 0.93

C 6 x 3.5 6 2.75 1.0 0.075 5.535 1.797 2.390 1.087 0.595 1.059 0.92

C 6 x 4.0 6 2.75 1.0 0.090 6.564 2.188 2.383 1.280 0.698 1.052 0.91

C 6 x 4.7 6 2.75 1.0 0.105 7.568 2.523 2.375 1.466 0.796 1.045 0.90

C 6 x 5.6 6 2.75 1.0 0.120 8.546 2.849 2.368 1.644 0.889 1.038 0.90

C 8 x 3.4 8 2.75 1.0 0.060 8.760 1.844 3.120 0.976 0.502 1.042 0.80

C 8 x 4.0 8 2.75 1.0 0.075 10.841 2.561 3.112 1.198 0.614 1.035 0.80

C 8 x 4.7 8 2.75 1.0 0.090 12.878 3.207 3.104 1.411 0.721 1.028 0.79

C 8 x 5.4 8 2.75 1.0 0.105 14.873 3.718 3.096 1.616 0.822 1.021 0.78

C 8 x 6.1 8 2.75 1.0 0.120 16.826 4.207 3.088 1.812 0.919 1.013 0.77

C 9 x 4.6 9 3.50 1.0 0.075 16.554 3.034 3.560 2.207 0.891 1.300 1.02C 9 x 5.4 9 3.50 1.0 0.090 19.695 3.794 3.552 2.608 1.050 1.292 1.01

C 9 x 6.3 9 3.50 1.0 0.105 22.779 4.669 3.544 2.996 1.203 1.285 1.01

C 9 x 7.2 9 3.50 1.0 0.120 25.808 5.539 3.536 3.371 1.350 1.278 1.00

C 9 x 8.0 9 3.50 1.0 0.135 28.782 6.285 3.528 3.733 1.490 1.271 0.99

C 10 x 3.8 10 3.50 1.0 0.060 17.062 2.540 3.921 1.853 0.734 1.292 0.97

C 10 x 4.7 10 3.50 1.0 0.075 21.155 3.414 3.913 2.281 0.901 1.285 0.96

C 10 x 5.8 10 3.50 1.0 0.090 25.181 4.282 3.905 2.696 1.062 1.278 0.96

Ix = moment of inertia about X-

Sx = elastic section modulus ab

rx

= radius of gyration about X-

Iy = moment of inertia about Y-

Sy = elastic section modulus ab

ry = radius of gyration about Y-

x = distance from center of weof gravity (in.)

e = distance from center of we

Normal units are in parenthesis.

d = depth of section (in.)

b = flange width (in.)

h = length of lip (in.)R = average bent radius (in.)

t = steel thickness (in.)

A = area of section (in.2)

C.G. = center of gravity

S.C. = shear center

EXAMPLE:C 9 x 7.2Nominal depth = 9 in.Nominal weight = 7.2 plf



SECTIONS DIMENSIONS PROPERTIES

d b h t Ix Sx rx Iy Sy ry

Z 6 x 3.0 6 3 0.95 0.060 4.825 1.373 2.437 2.145 0.623 1.625

Z 6 x 3.6 6 3 0.95 0.075 5.975 1.792 2.430 2.653 0.772 1.619Z 6 x 4.3 6 3 0.95 0.090 7.101 2.216 2.423 3.143 0.916 1.612Z 6 x 5.1 6 3 0.95 0.105 8.203 2.689 2.417 3.619 1.057 1.605Z 6 x 5.8 6 3 0.95 0.120 9.283 3.094 2.410 4.082 1.195 1.598Z 6 x 6.5 6 3 0.95 0.135 10.340 3.447 2.403 4.533 1.330 1.591Z 8 x 3.4 8 3 0.95 0.060 9.355 1.904 3.168 2.145 0.623 1.517Z 8 x 4.2 8 3 0.95 0.075 11.603 2.524 3.160 2.653 0.772 1.511Z 8 x 4.9 8 3 0.95 0.090 13.810 3.214 3.153 3.143 0.916 1.504

Z 8 x 5.9 8 3 0.95 0.105 15.980 3.927 3.146 3.619 1.057 1.497Z 8 x 6.7 8 3 0.95 0.120 18.114 4.528 3.139 4.082 1.195 1.490Z 8 x 7.5 8 3 0.95 0.135 20.210 5.053 3.131 4.533 1.330 1.483Z 9 x 4.4 9 3 0.95 0.075 15.270 2.885 3.514 2.653 0.772 1.465Z 9 x 5.2 9 3 0.95 0.090 18.185 3.692 3.506 3.143 0.916 1.458Z 9 x 6.2 9 3 0.95 0.105 21.054 4.596 3.499 3.619 1.057 1.451Z 9 x 7.1 9 3 0.95 0.120 23.879 5.306 3.492 4.082 1.195 1.444Z 9 x 8.0 9 3 0.95 0.135 26.658 5.924 3.484 4.533 1.330 1.437Z 10 x 4.6 10 3 0.95 0.075 19.555 3.247 3.861 2.653 0.772 1.422

Z 10 x 5.5 10 3 0.95 0.090 23.299 4.170 3.854 3.143 0.916 1.415

W

dX

Z

t/2

COLD FORMED “Z”

Ix = moment of inertia a

Sx = elastic section modu

rx = radius of gyration abIy = moment of inertia a

Sy = elastic section modu

ry = radius of gyration ab

rmin = radius of gyration ab

teta = angle between Z-Z

Normal units are in parenthesis.

d = depth of section (in.)

b = flange width (in.)

h = length of lip (in.)R = average bent radius (in.)

t = steel thickness (in.)

A = area of section (in.2)

C.G. = center of gravity

S.C. = shear center

EXAMPLE:Z 8 x 4.9Nominal depth = 8 in.Nominal weight = 4.9 plf



STANDARD DETAILS FOR CANAM CHANNELS A

Slotted Holes 9/16" x 3/4"

1 1/2"

4 "

=

=

d

<

8

1 / 4 "

=

=

1 1/2"

3 "

3 "

d

<

8

1 / 4 "

22 1/8"1 1/2" 4"

4 "

=

=

=

=

Overlap joint for sections < 8 1

Overlap joint for sections > 8 1

22 1/8"

3 "

3 "

22 1/8"1 1/2" 4" 22 1/8"

=

=

=

=

TYPICAL DETAILS FOR “Z” OVERLAP JOINTS OVER BEARING

STANDARD HOLESFOR “C” AND “Z”

LG LG

LGLG

LGLG

FRAME ATTACHMENT ANGLE

LC

LC

LC

ANGLE CLOSURES

Section Mark Description(in ) L



steelCorporation

Saint-Gédéon, QCHead office and main plant115, boul. Canam NordSaint-Gédéon (Québec) G0M 1T0Telephone: (418) 582-3331Fax: (418) 582-3381

Boucherville, QCPlant and sales office andMurox ® sales office200, boul. IndustrielBoucherville (Québec) J4B 2X4Telephone: (450) 641 2820

Mississauga, ON - Plant and sales office1739 Drew RoadMississauga, Ontario L5S 1J5Telephone: (905) 671-3460Fax: (905) 671-3924

Québec, QCStructal 1982 inc.Head office and main plant1445, rue du Grand TroncQuébec (Québec) G1N 4G1Telephone: (418) 683-2561Fax: (418) 688 8512

Boucherville,QCSales office - Steel joists and steel deck200, boul. IndustrielBoucherville (Québec) J4B 2X4Telephone: (450) 641-8770Fax: (450) 641-8769

Edmonton, AB - Sales office8832 60th AvenueEdmonton, Alberta T6E 6A6Telephone: (780) 448-0939Fax: (780) 490-0838

MissMuro1755MissTele

Fax:

Mon95 FHeritMonTele

Head office, main plantand Canam Murox ® ,Sun Building Systems sales offices4010 Clay Street, P.O. Box 285Point of Rocks, Maryland 21777-0285Telephone: (301) 874-5141Fax: (301) 874-5685

Florida - Plant and sales office

140 South Ellis RoadJacksonville, Florida 32254Telephone: (904) 781-0898Fax: (904) 781-2004

Indiana - Plant and sales office2341 South 30 th Street, P.O. Box 5057Lafayette, Indiana 47903-5057Telephone: (765) 477-7764Fax: (765) 474-4042

Missouri - Plant and sales office2000 West Main StreetWashington, Missouri 63090-1008Telephone: (636) 239-6716Fax : (636) 239-4135

Ohio - Plant and sales office

555 North Yearling RoadColumbus, Ohio 43213Telephone: (614) 235-9805Fax: (614) 235-9901

Washington - Plant and sales office2002 Morgan RoadSunnyside, Washington 98944Telephone: (509) 837-7008Fax: (509) 839-0383

Alabama - Sales office31 Newport LandingLowndesboro, Alabama 36752Telephone: (334) 278-3127Fax: (334) 278-3128

Alabama - Sales office

701 Branch AvenueSylacauga, Alabama 35150Telephone: (256) 208-0237Fax: (256) 781-4090

Arizona - Sales office8687 E. Via de Ventura, Suite 101Scottsdale, Arizona 85258Telephone: (480) 348-1112Fax: (480) 348-1117

California - Sales office3532 Marin DriveIrvine, California 92606Telephone: (949) 786-3315Fax: (949) 786-4201

Florida - hambro ® sales office450 East Hillsboro BoulevardDeerfield Beach, Florida 33441Telephone: (954) 571-3030Fax: (954) 571-3031

Georgia - Sales office150 Stanley Court Suite CLawrenceville, Georgia 30045Telephone: (770) 682-7815Fax: (770) 682-9604

Illinois - Sales office7501 Lemont Road, Suite 315Woodridge, Illinois 60517-2660Telephone: (630) 910-1700Fax: (630) 910-1785

Indiana - Sales office228 East 10th StreetIndianapolis, Indiana 46202

Telephone: (317) 634-0414Fax: (317) 634-0415

Kansas - Sales office6803 West 64th Street, Suite 111Overland Park, Kansas 66202Telephone: (913) 384-9809Fax: (913) 384-9816

MaineMurox Sales office andSun Building Systems16 Cardinal LanePoland Spring, Maine 04274Telephone: (207) 998-4068Fax: (207) 998-2065

Maryland - Sales office

P.O. Box 296Phoenix, Maryland 21131-0296Telephone: (410) 472-4327Fax: (410) 472-4827

Massachusetts - Sales office50 Eastman StreetEaston, Massachusetts 02334-1245Telephone: (508) 238-4500Fax: (508) 238-8253

Michigan - Sales office1063 S. State Road, Suite 7Davison, Michigan 48423Telephone: (810) 653-3506Fax: (810) 653-3906

Minnesota - Sales office

768-103 Twelve Oak Center15500 Wayzata Blvd.Wayzata, Minnesota 55391Telephone: (952) 475-9165Fax: (952) 475-2710

New Jersey - Sales office3 Page Street, P.O. Box 447Madison, New Jersey 07940Telephone: (973) 822-3600Fax: (973) 822-0730

New York - Sales office139 Hawthorne WayChittenango, New York 13037-1010Telephone: (315) 687-5870Fax: (315) 687-3701

Oregon - Sales office2081 Holcom Springs RoadGold Hill, Oregon 97525Telephone: (541) 855-9057Fax: (541) 855-2027

Pennsylvania - Sales office3280 St. Andrews DriveChambersburg, Pennsylvania 17201Telephone: (717) 263-7432Fax: (717) 263-7542

102 Bremen LaneMcMurray, Pennsylvania 15317Telephone: (724) 942-6262Fax: (724) 942-4035

1012 Hampstead RoadWynnewood, Pennsylvania 19096Telephone: (610) 896-4790Fax: (610) 896-4815

South Carolina - Sales office112 Mallard Lakes CourtLexington, South Carolina 29072Telephone: (803) 996-3200Fax: (803) 996-3232

Tennessee - Sales office8620 Trinity Road, Suite 207Cordova, Tennessee 38018Telephone: (901) 759-1524Fax: (901) 759-3969

Texas - Engineering office329 North West RenfroBurleson, Texas 76028-6225Telephone: (817) 426-1770Fax: (817) 426-1780

Sales office6969 Hollister, Suite 1205Houston, Texas 77040Telephone: (713) 895-0733Fax: (713) 895-0778

Utah - Sales office1332 S. 350 EastGarland, Utah 84312Telephone: (435) 257-2234Fax: (435) 257-2235

Virginia - Sales office11008 Blake LaneBealeton, Virginia 22712Telephone: (540) 439-4344Fax: (540) 439-4345

Washington - Sales office240 N.W. Gilman Blvd., Suite GIssaquah, Washington 98027Telephone: (425) 392-2935Fax: (425) 392-3149

CalcuttaEngineering office5A & 5B Circular Mansion222 A.J.C. Bose RoadCalcutta - 700 017, IndiaTelephone: (33) 280-9740

Fax: (33) 280-2435

BrasEng3 - 52200TeleFax:

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United States «1»

India «91»

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CanadianWelding

Bureau

CanadianInstitute of Steel

Construction

CanadianConstruction

Association

Steel PlusNetwork ®

AmericanInstitute of SteelConstruction Inc.

Steel DeckInstitute

Steel JoistInstitute

A P P R O V A L

C A N A D I A N

W ELD I N G

B U R E A U

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