PERFORMANCE TEST REPORT - centralstatesmfg.com...The test results, opinions, or interpretations are...

CONSTRUCTION MATERIALS

T E C H N O L O G I E S

FAE-015-02-01 PRI Accreditations: IAS TL-189; State of Florida TST5878; Metro-Dade 11-0429.05; LADBS TA24819; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report.

PRI Construction Materials Technologies LLC 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: [email protected] WebSite: http://www.pricmt.com

LABORATORY TEST REPORT Report for: Central States Manufacturing, Inc. 302 Jane Place

Lowell, AR 72745

Product Name: Central Span™ Manufacturer: Central States Manufacturing, Inc.

Project No.: FAE-015-02-01 Source: Central States Manufacturing, Inc.

Date Received: February 12, 2014 February 20, 2014 July 11, 2014

Dates Tested: July 1, 2014 – Aug. 1, 2014

Purpose: Determine the uplift resistance of Central States Manufacturing, Inc.’s Central Span™ panel in accordance with ASTM E 1592: Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure.

Test Methods: Testing was completed as described in ASTM E 1592-01 & -05: Standard Test

Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

Sampling: Central Span™ panels, clips and fasteners were supplied by Central States

Manufacturing, Inc. from Lowell, AR. All other materials were provided by PRI-CMT and purchased through local distribution.

Test Specimen: Specimen #1: Triple Lock at 2ft. oc

Roof Panel: Central Span™; flat pan, 2” vertical mechanically seamed Structural roof panel; Fy = min. 50 ksi; 16 in. installed coverage; 90° mechanical seam.

Fasteners/Clips: VSRLCLIP, 2-Piece Floating Clip (16ga. steel base; 22ga. steel tab) installed with two (2) ¼” - 14 x 1 ¼”. Hex Head, Drill Point (TEK 3) screws at each intermediate support along the panel seam.

Structural Supports: 16 ga. “Zee” purlins at 2ft. o.c.

Specimen Sealing: Polyethylene film; tape1

Central States Manufacturing, Inc. ASTM E 1592 for Central Span™ Page 2 of 25




Specimen #2: Triple Lock at 5ft oc



Structural Supports: 16 ga. “Zee” purlins at 5 ft o.c.


Specimen #3: Quad Lock at 2ft oc





Specimen #4: Quad Lock at 5ft oc





1It is the judgment of the test engineer that the film and tape used to seal the specimen against air leakage did not influence the

results of the test.





Results Summary: The table below contains the final passing uniform loads as well as failure modes for the tested specimens. Appendix A contains the Load-Deflection-Set data. Specimen photographs are contained in Appendix C.

Table 1. Summary of Test Results for Central Span™

Specimens Test Method Passing Pressure

(psf) Failure Mode

Central Span™; 16 ga. purlins

ASTM E 1592

Specimen #1 Triple Lock at 2ft span

-150 Clip failure

Specimen #2 Triple Lock at 5ft span

-60 Clip failure

Specimen #3 Quad Lock at 2ft span

-225 Clip failure

Specimen #4 Quad Lock at 5ft span

-60 Clip failure

Note: None





Statement of Compliance: Testing was conducted in accordance with ASTM E 1592: Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

Report Issue History:

Issue # Date Pages Revision Description (if applicable)

Original 08/28/2014 25 NA

Revision1 08/29/2014 25 Editorial changes

Central States Manufacturing, Inc. Appendix A ASTM E 1592 for Central Span™ Page 5 of 25




Table A1. Load-Deflection-Set Data for Specimen #1

Figure A1.1 Load-Deflection-Set for Specimen #1, Position #1

1 2 3 4 5

0 0 0.000 0.000 0.000 0.000 Pass

-30 5.8 2.221 2.357 2.381 0.230 Pass

0 0 0.018 0.024 0.000 0.000 0.000 Pass

-45 8.7 0.171 2.670 2.659 2.659 0.242 Pass

0 0 0.018 -0.012 0.124 0.006 0.012 Pass

-60 11.5 0.165 2.859 2.972 2.972 0.266 Pass

0 0 0.035 -0.095 0.272 0.278 0.018 Pass

-75 14.4 0.171 3.208 3.285 3.303 0.301 Pass

0 0 0.077 -0.106 0.620 0.620 0.065 Pass

-90 17.3 0.207 3.622 3.598 3.598 0.295 Pass

0 0 0.171 1.341 -0.100 -0.095 0.154 Pass

-105 20.2 3.870 3.799 3.799 Pass

0 0 0.041 0.792 0.792 Pass

-120 23.1 4.094 3.988 3.988 Pass

0 0 0.337 2.021 1.312 1.306 Pass

-135 26 4.201 4.112 4.124 0.555 Pass

0 0 0.467 2.428 2.753 2.741 0.313 Pass

-150 28.9 0.366 4.419 4.313 4.313 0.538 Pass

0 0 0.402 3.243 2.936 2.930 0.319 Pass

-165 31.7 Fail

Load-Deflection Data

Test Pressure (psf) Pressure (in. WC)Net Delfection (in.)

Result







-0.500

0.000

0.500

1.000

1.500

2.000

2.500

3.000

3.500

4.000

4.500

5.000

0 20 40 60 80 100 120 140 160

De

fle

cio

n (

in)

Uplift Pressure (psf)

Deflection Set

-0.500

0.000

0.500

1.000

1.500

2.000

2.500

3.000

3.500

4.000

4.500

5.000

0 20 40 60 80 100 120 140 160

De

fle

cio

n (

in)


Deflection

Set







-0.500

0.000

0.500

1.000

1.500

2.000

2.500

3.000

3.500

4.000

4.500

5.000

0 20 40 60 80 100 120 140 160

De

fle

cio

n (

in)


Deflection

Set







1 2 3 4 5

0 0 0.000 0.000 0.000 0 0 Pass

-30 5.8 2.150 4.106 4.260 0.555 4.13 Pass

0 0 0.024 0.018 0.030 0.024 0.035 Pass

-45 8.7 2.363 4.856 4.703 0.697 4.939 Pass

0 0 0.047 0.030 0.065 0.083 0.077 Pass

-60 11.5 2.487 5.158 5.382 0.72 5.146 Pass

0 0 0.071 0.047 0.012 0.1 0.071 Pass

-75 14.4 Fail

Test Pressure (psf) ResultPressure (in. WC)


Net Delfection (in.)

0.000

0.500

1.000

1.500

2.000

2.500

3.000

0 10 20 30 40 50 60 70 80

De

fle

cio

n (

in)


Deflection

Set







0.000

1.000

2.000

3.000

4.000

5.000

6.000

0 10 20 30 40 50 60 70 80

De

fle

cio

n (

in)


Deflection Set

0.000

1.000

2.000

3.000

4.000

5.000

6.000

0 10 20 30 40 50 60 70 80

De

fle

cio

n (

in)


Deflection Set







0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0 10 20 30 40 50 60 70

De

fle

cio

n (

in)


Deflection

Set







1 2 3 4 5

0 0 0.000 0.000 0.000 0.000 0.000 Pass

-30 5.8 1.678 0.100 1.696 1.707 0.095 Pass

0 0 0.035 0.018 0.035 0.035 0.024 Pass

-45 8.7 2.334 0.136 2.162 2.168 0.130 Pass

0 0 0.041 0.095 0.106 0.100 0.035 Pass

-60 11.5 2.564 0.165 2.505 2.511 0.154 Pass

0 0 0.053 0.047 0.160 0.160 0.041 Pass

-75 14.4 3.019 0.219 2.913 2.954 0.195 Fail

0 0 0.325 0.053 -0.018 -0.018 0.035 Pass

-90 17.3 3.350 0.295 3.243 3.261 0.242 Pass

0 0 -0.118 0.118 0.402 0.419 0.083 Pass

-105 20.2 3.716 0.390 3.468 3.509 0.360 Pass

0 0 2.434 0.065 -0.077 -0.059 0.266 Pass

-120 23.1 4.071 0.520 3.598 3.639 0.750 Pass

0 0 3.084 0.414 -0.024 -0.006 0.443 Pass

-135 26 4.579 0.922 3.805 3.840 0.963 Pass

0 0 3.373 0.538 3.049 3.066 0.567 Pass

-150 28.9 4.762 1.010 3.864 3.899 1.063 Pass

0 0 3.622 0.614 3.238 3.267 0.674 Pass

-165 31.7 5.122 1.205 4.378 4.047 1.235 Pass

0 0 4.094 0.786 3.480 3.498 0.874 Pass

-180 34.6 5.554 1.507 4.266 4.295 1.501 Pass

0 0 4.827 0.993 3.639 3.651 1.093 Pass

-195 37.5 5.559 1.802 4.496 4.514 9.862 Pass

0 0 5.500 1.382 4.147 4.165 1.447 Pass

-210 40.4 36.684 2.091 4.496 4.514 2.021 Pass

0 0 36.631 1.648 3.462 3.468 1.713 Pass

-225 43.3 0.000 2.186 3.521 3.533 2.180 Pass

0 0 Pass

240 46.2 Fail



Result

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

6.000

0 50 100 150 200 250

De

fle

cio

n (

in)


Deflection

Set







0.000

0.200

0.400

0.600

0.800

1.000

1.200

1.400

1.600

1.800

2.000

0 50 100 150 200 250

De

fle

cio

n (

in)


Deflection Set

-1.000

0.000

1.000

2.000

3.000

4.000

5.000

0 50 100 150 200 250

De

fle

cio

n (

in)


Deflection

Set







-1.000

0.000

1.000

2.000

3.000

4.000

5.000

0 50 100 150 200 250

De

fle

cio

n (

in)


Deflection

Set

0.000

0.200

0.400

0.600

0.800

1.000

1.200

1.400

1.600

0 50 100 150 200 250

De

fle

cio

n (

in)


Deflection

Set







1 2 3 4 5

0 0 0.000 0.000 0.000 0.000 0.000 Pass

-30 5.8 1.625 1.560 0.744 0.922 0.213 Pass

0 0 0.047 0.047 0.041 0.041 0.041 Pass

-45 8.7 2.156 2.139 1.134 1.317 0.360 Pass

0 0 0.177 0.225 0.053 0.024 0.100 Pass

-60 11.5 2.842 3.043 1.755 1.932 0.603 Pass

0 0 0.573 1.205 0.059 0.520 0.154 Pass

-75 14.4 Fail



Result

0.000

0.500

1.000

1.500

2.000

2.500

3.000

0 10 20 30 40 50 60 70

De

fle

cio

n (

in)


Deflection

Set







0.000

0.500

1.000

1.500

2.000

2.500

3.000

3.500

0 10 20 30 40 50 60 70

De

fle

cio

n (

in)


Deflection Set

0.000

0.200

0.400

0.600

0.800

1.000

1.200

1.400

1.600

1.800

2.000

0 10 20 30 40 50 60 70

De

fle

cio

n (

in)


Deflection

Set







0.000

0.200

0.400

0.600

0.800

1.000

1.200

1.400

1.600

1.800

2.000

0 10 20 30 40 50 60 70

De

fle

cio

n (

in)


Deflection

Set

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0 10 20 30 40 50 60 70

De

fle

cio

n (

in)


Deflection

Set





Table A5. Central Span™ ASTM E * Tensile Properties

Client: Central States

Project: FAE-015-02-01

Test Method: ASTM E 8/E 8M-09

Technician: S. Mueller/K. Grzybowski

Samples: Sample No.

Results: Conditioning:

Test Conditions:

Specimens:

Rate:

Date:

Specimen

Width

(in)

Thickness

(in)

Gage Length

(in)

Yield

Strength

(ksi)

Tensile

Strength

(ksi)

Elongation at

Break (%)

1 0.483 0.023 2 57.5 61.6 27.5

2 0.483 0.023 2 52.6 56.9 32.0

3 0.484 0.025 2 53.0 56.4 25.1

4 0.482 0.023 2 56.2 61.2 21.9

5 0.483 0.027 2 48.4 52.4 20.8

Average 0.483 0.024 53.5 57.7 23.8

St.Dev. 3.5 3.8 4.5

27-Aug-14

Description

Central Span

min 2h @ 73±4°F

73±4°F & 50±5%RH

Standard

0.1 in/min





Table A6. Central Span™ Triple Lock (90°Seam) Interpolated Passing Uplift Pressures

Table A7. Central Span™ Quad Lock (180°Seam) Interpolated Passing Uplift Pressures

Span (ft) Passing Uplift Pressures (psf)

2.0 150

2.5 135

3.0 120

3.5 105

4.0 90

4.5 75

5.0 60

Span (ft) Passing Uplift Pressures (psf)

2.0 225

2.5 198

3.0 170

3.5 143

4.0 115

4.5 88

5.0 60

Central States Manufacturing, Inc. Appendix B ASTM E 1592 for Central Span™ Page 19 of 25




Panel Profile





Specimen Detail





Locations for Deflection

Measurements

X X X X

X

Central States Manufacturing, Inc. Appendix C ASTM E 1592 for Central Span™ Page 22 of 25




Specimen #1 Photograph – After Testing

Specimen #1 Photograph – Clip Failure







END OF REPORT

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