HomeMy WebLinkAboutPerformance Test ReportPERFORMANCE
W AYNE-DAL,TON CORPORATION
Door anti Systems Division
Model DS-350 Square
121x 8'
Report No: 01-46385.02
Test Date: 09/15/03
Report Date: 11/13/03
Expiration Date: 09/08/07
i
Ak
III-000V
Architectural Testing
PERFORNAECE TEST REPORT
Rendered to:
WAYNE-DAL.TON CORPORATION
Door and Systerris Division
I Door Drive
Mount Elope, Ohio 44660
Report No: 01-46385.02
Test Date: 09/15/03
Report Date: 11/13/03
Project Summary: Architectural Testing, Inc. (AT.I) was contracted by Wayne -Dalton Corporation to
perform wind load testing per ASTM E 330-97. The test vas performed upon a Model DS-350
Square commercial roll -up sheet door. The door was 12' wide by 8' high. The door was tested to a
+1-40.0 psf design pressure. This report includes test data and drawings.
Test Procedure: 'Die test specimen was evaluated in accordance with ASTM E 330-97, Standard
Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by
Uniform Static Air Pressure Difference. Testing was conducted at positive and negative loads as
listed in the test results.
General Description: The steel test chamber provided a clear opening measuring 12' 0" wide by 8' 0"
high. Two jamb conditions were provided. Steel tube with a 5/16" wall thickness was utilized on the
left jamb and a 3,000 psi grout filled concrete block column for the right jamb. The head was
comprised of two 12" steel channels that were stacked and welded.
130 Derry Court
York, PA 17402-9405
phone: 717.764,7700
fax: 717.764.4129
www.archtest.com
0146385.02
Page 2 of 3
Test Specimen:
Product: Model DS-350 Square commercial roll -up sheet door
Door Opening: 12' 0" wade by 8' 0" high
Assembly Details: "G" guides were utilized for both the steel and the grout fill concrete
block jambs. The guide anchor spacing was 6" from the bottom and 12" on cen e t ereafter
for the steel and the grout filled concrete block jambs. The curtain was fabn h .018"
sheet steel with windlocks on alternating beads. The windlocks were f w tli two
rivets per lock. Reference Wayne -Dalton Drawing # 035-0010 and 03 V 2 for these
details.
t
Test Results: The following results have been recorded:
ASTM E 330-97: "Standard Test Me[laoui for Structural Pekor, arice of exterior Wirtduws,
Curtain Walls, and Doors by (Intform Statcc Air Pressure DBe. "
Note. .Polyethylene film and tape were used in a ma er �'d'ad not influence the test results,
Deflection was measured at the midspan and ends gf'the 9or ith. linear- transducers.
Test Pressure
Duration
Maximum Deflection
(inch)
Transducer Number
91 #2 #3
Permanent Set
(Inch)
Transducer Number
#1 #2 #3
+17.0 psf (1/2 Design)
10 sec
Remove Slack
+34.0 psf (Design)
10 sec
0.540 7.700 0,500
0.040
0,220
0.100
+51.0 psf (Overload)
10 sec
0.1670 9.100 0.640
0.080
0.580
0.120
-17.0 psf (1/2 Design)
10 sec
Remove Slack
-34.0 psf (Design)
10 sec
0.850 9.640 0,920
0,020
0.180
0.020
-51.0 psf (Overload)
10 sec
1,010 10.340 1.190
0.050
0.400
0.080
-56.0 psf (Overload)
10 sec
1.060 10.560 1.260
0.070
0.480
0.100
-+-28.0 psf (1/2 Test)
10 sec
Remove Slack
+56.0 psf (Overload)
10 sec
0.740 10.200 0.630
0.030
0.440
0.020
+60.0 psf (Overload)
10 sec
0,720 10.420 0.710
0.040
0.640
0.050
-30.0 psf (1/2 Test)
10 sec
Remove Slack
-60.0 psf (Overload)
10 sec
1,140 10.940 1.300
0,060
0,260
0.050
,There was no visible damage and the door was operational at the conclusion of testing.
List of Official Observers:
Mark Daus Wayne -Dalton Corporation
Michael Mendez Wayne -Dalton Corporation
Scott Kramer Architectural 'resting, Inc.
0146385.02
Page 3 of 3
ASTM ES-01
Test Method: The test specimens were evaluated in accordance with ASTM E8-01, Standard Test
Methods for Tensile Testing of Metallic Materials. The test specimens were machined and sized in
compliance with section 6.0 of the standard. The specimens were tested using a Satec 50UD Universal
Machine with a cross head speed of 0.2 in/min
Test Results: The test results are shown on test logs 18876 through 18881 (attached) and
surnam ized 'in the following table.
Specimen
Yield
Strength
si
Yield
Strain
inlin)
Tensile
Load
b
Tensile
Strength
S
Elongation
(%)
1
39.729
0.0037
511
45,648
32.00 r
2
41,512
0.0035
509
47,530
34 (?On
8.30
3
38 347
0.0037
499
46,677
1.10
4
36,496
0.0035
509
47,541
3 _.30
23.40
.5
41,393
0.0034
515
48,548
3 .'
37.70
6
38,981
0,0035
511
45 6,04 NI
gr 35.00
30.40
Average
39,410
0.0036
509
4.40
36.20
The average Tangent Modulus for the tested specimens was fl(N
psi.
A copy of this report will be retained by AT][ for a period of four years. This report is the exclusive
property of the client so named herein and is applicable to the samples tested. Results obtained are
tested values and do not constitute an opinion or endorsement by this laboratory. This report may not
be reproduced except in full without the approval of Architectural Testing.
For ARCHITECTURAL TESTING, INC.:
4�rn ,
DVtAys tar:socaa.w:
Scott D. Kramer
Technician
67� a. A-z,'..
loanph A Ftwd
Joseph A. Reed, P.E.
Director - Engineering and Product Testing
SDK:baw
01-46385.02
00kuysiorM by: cone L o v a
Connie Owad
Technician
DOCUMENT CONTROL ADDENDUM #0146385.00
Current Issue Date: 11/13/03
Report No.: 0146385.01
Requested by: Mark Daus,'lr+Tayne Dalton Corporation
Purpose: ASTM E 330 testing of Series/Model DS-350, 10' x 81.
Issued Date: 11/13/03
Comments: Florida P.E. seal required on report.
Report No.: 0146385.02
Requested by: Mark Daus, Wayne Dalton Corporation 11amp. 0
Purpose: ASTM E 330 testing of Series/Model DS-350, 12' x K
Issued Date: 11/13/03 1& cj
Comments: Florida P.E. seal required on report.
4000
3000
I
0
20
1000
NOMENEENE
■in■ii�
Counter:
Elapsed Time:
ATI #:
Client:
Material Type:
Sample #:
Comments:
.Procedure Name:
Start Date:
Start Time:
End Date:
End Time:
Workstati.olt:
Tested By:
Strain (in/in)
Test Summary
18876
00:04:1.7
01-46385
Wayne Dalton Corporation
i est mesuns
Width: 0.5070 in
After Test Width: 0.4000 in
Thickness: 0.0220 in
After Test Thickness: 0.0150 in
Area: 0.0112 in2
After Test Area: 0.0060 in2
Tensile Strength: 45648 psi
Peak Load: 5111bf
Load at Yield: 444.9626 lbf
Position at Yield: 0.0700 in
Time at Yield: 0.3534 min
Strain at Yield: 0.0037 in/in
Stress at Yield: 39728.8100 psi
Elongation at Yield: 0.0074 in
Reduction of Area: 46.4 %
Total Elongation: 32.0000 %
Pretest Punch Length: 2.000 in
Posttest Punch Length: 2.64 in
Modulus of Elasticity: 700 psi
Steel Door
1 (<N
12 x 8-Square 120-32
ASTM E 8-01, Tensile Testing of
10/17/03
8:08:54 AM
10/17/03
8:13:11 AM
Architectural Testing Inc.
Connie
25
ikesc .cesuits
Width: 0.508.5 in
After Test Width: 0.4155 in
Thickness: 0.0210 in
After Test Thickness: 0.0160 in
Area: 0.0107 in2
After Test Area: 0.0066 in2
Tensile Strength: 47536 psi
Peak Load: 509 lbf
Load at Yield: 444.1808 IV
Position at Yield: 0.0717 in
Time at Yield: 0.3618 min
Strain at Yield: 0.0035 in/in
Stress at Yield: 41512.2300 psi
Elongation at Yield: 0.0069 in
Reduction of Area.: 38.3 %
Total Elongation: 34.0000 %
Pretest Punch Length: 2.000 in
Posttest Punch Length: 2.68 in
Modulus of Elasticity: 266 6 0 psi
Strain (in/in)
Test. Summary
Counter:
18877
Elapsed Time:
00:04.29
ATT #:
01-46385
Client:
Wayne Dalton Corporation
Material Type:
Steel Door
Sample #:
2
Comments:
12 x 8 Square 120-32
Procedure Name:
ASTM E "I, Tensile Testing of
Start Date:
10/17/03
Start Time:
8:18:13 AM
End Date:
10117/03
End Time:
8:22:42 AM
Workstation:
Architectural Testing Inc.
Tested By:
Connie
40000
2000C
Cn
EA
r
-2000(
4000(
n■■
Counter:
Elapsed'I'iune:
ATI #:
Client:
Material Type:
Sample #:
Comments:
Procedure Name:
Start Date:
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End Date:
End Time:
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Tested By:
Strain (in/in)
Test Summary
25
18878
00:04:28
01-46385
Wayne Dalton Corporation
Steel Door
3
1.2 x 8 Square 120-32
A,.STM E 8-01, Tensile Testing of
10/17/03
8:25.34 AM
10/17/03
8:30:02 AM
Architectural Testing Inc.
Connie
A ear Wwuaaa
Width:
0.5085 in
After Test Width:
0.3965 in
Thickness:
0.0210 in
After Test Thickness:
0.0160 in
Area:
0.0107 in?
After Test Area:
0.0063 in2
Tensile Strength:
46677 psi
Peak Load:
499 lbf
Load at 'Yield:
410.3168 lbf
Position at Yield:
0,0697 in
Time at Yield:
0.3520 min
Strain. at Yield:
0.0037 inlan
Stress at Yield:
38347.3600 psi
Elongation at Yield:
0.0073 in
Reduction of Area:
41.1 %
Total Elongation:
33.8000 %
Pretest Punch Length:
2.000 in
Posttest Punch Length:
2.676 in
Modulus of Elasticity:
22§ )00 psi
Counter:
Elapsed Time:
ATl #:
Client:
Material Type:
Sample #:
Comments:
Procedure Naive:
Start Date:
Start Time:
End Date:
End Time:
Workstation:
Tested By:
Sirain (mi hn)
Test Summary
18879
00:04:45
01-46385
I Css AWNU M
Width: 0.5085 in
After Test Width: 0.4080 in
Thickness: 0.0210 in
After Test Thickness: 0.0200 in
Area: 0.0107 in2
After Test Area: 0.0082 in-'
Tensile Strength: 47541 psi
Peak Load: 509 If
Load at Yield: 390.5117 lbf
Position at Yield: 0.0749 in
Time at Yield: 0.3777 min
Strait at Yield: 0.0035 in/in
Stress at Yield: 36496.4200 psi
Elongation at Yield: 0.0070 in
Reduction of Area: 23.4 %
Total Elongation: 35.3250 %
Pretest: Punch Length: 2.000 in
Posttest Punch Length: 2.7065 in
Modulus of Elasticity: 9+65700 psi
Wayne Dalton Corporation
Steel Door
4
12 z 8 Square 120-32
ASTM. E 8-01, Tensile Testing o
10/17/03
8:32:41 AM
10/17/03
8:37:26 AM
Architectural Testing Inc.
Connie
WVVU
4000C
2000(
k
-2000t
-40001
�un�n'C■
000000000
Ono
NOMONEEN
Counter:
Elapsed Time:
ATI #:
Client:
Material Type
Sample #:
Comments:
Procedure Name.
Start Date:
Start Time:
End Bate:
End Time:
Workstation:
Tested By:
Strain (in/in)
Test Summary
25
t, est tcesuits
Width:
After Test Width.:
Thickness:
After Test Thickness:
Area:
After Test Area:
Tensile Strength:
Peak Load:
Load at Yield:
Position at Yield:
Time at Yield:
Strain at Yield:
Stress at Yield:
Elongation at Yield:
Reduction of Area:
Total Elongation:
Pretest Punch Length:
Posttest Punch. Leng:
Modulus of Elasticity:
18880
00:04:31
01-46385
Wayne Dalton Corporation
Steel Door
5
12 x. 8 Square 120-32 vr
ASTM E 8-01, Tensile Testing o
?c
10/1.7/03
8:47:01. AM
10/17/03
8:51:32 AM
Architectural Testing Inc.
Connie
0.5060 in
0.3975 in
0.0210 in
0.0165 in
0.0106 in'-
0.0066 in=
48548 psi
515 lbf
438.7624 lbf
0.0767 in
0.3867 min
0.0034 in/in
41392.6900 psi
0.0068 in
37.7 %
36.0000 %
2.000 in
2.72 in
27330800 psi
4000(
2000(
E
r`a �
—2000c
-40001
nun■■
MENNEN
INEEMEMENNE
SOMMOMEMON'10000000000
Counter:
Elapsed Time:
ATI #.
Client:
Material. Type:
Sample #:
Comments:
Procedure Narne:
Start Date:
Start Time:
End. Date:
End Time:
Workstation:
Tested By:
Strain (in/in)
Test Summary
25
18881
00:04:30
01-46385
Wayne Dalton Corporation
Steel Door
6
12 x 8 Square 120-32
ASTM E 8-01, Tensile Testing of
10117/03
8:55:53 AM
10/17/03
9:00:23 AM.
Architectural Testing Inc.
Connie
A Wa ANUZUXL.1
Width:
After Test Width:
Thickness:
After Test Thickness:
Area:
After Test Area:
Tensile Strength:
Peak Load:
Load at Yield:
Position at Yield:
Time at Yield:
Strain at Yield:
Stress at Yield:
Elongation at Yield:
Reduction of Area:
Total. Elongation:
Pretest Punch Length:
Posttest Punch Length:
Modulus of Elasticity:
0.5070 in
0.4000 in
0.0220 in
0.0195 in
0.0112 in-'
0.0078 in-'
45604 psi
511 Ibf
436.5922 IV
0.0699 in
0.3527 min
0.0035 in/in
38981.4500 psi
0.0071 in
30.4 %
35.0000 %
2.000 in
2.70 in.
25591700 psi