Text

App D to Structural Reanalysis Program, Uniform Load Test on Wall Panels & Physical Testing of Fasteners
	ML17256A709
Person / Time
Site:	Ginna
Issue date:	03/03/1983
From:	; PROFESSIONAL SERVICE INDUSTRIES, INC. (FORMERLY PTL-I
To:	;
Shared Package
ML17256A706	List: ML17256A705; ML17256A707; ML17256A708; ML17256A709; ML17309A300;
References
	PROC-830303, NUDOCS 8305310159
	Download: ML17256A709 (187)
	v • d • e

PITTSBURGH TESTING LABORATORY UNIFORM LOAD TEST ON WALL PANELS ATTACHMENTD TO THE STRUCTURAL REANALYSIS PROGRAM for the ROBERT E. GINNA NUCLEAR POWER PLANT 83053i0159 8305i9 PDR ADOCX 05000a4O P

PDR

TABLE OF CONTENTS I.

~Re ort,"UNIFORM LOAD'EST ON WALL PANELS FOR GINNA POWER STATION STRUCTURAL UPGRADE PROGRAM" by Pittsburgh Testing Laboratory, January ll, 1983.

II.

~Re ort, "PHYSICAL TESTING OF FASTENERS" by Pittsburgh Testing Laboratory, March 3, 1983.

Pittsburgh Testing l aboratory UNIFORH LOAD TEST ON WALL PANELS FOR GINNA POWER STATION STRUCTURAL UPGRADE PROGRAH FOR GILBERT/COMHONWEALTH P.O.

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834682 PITTSBURGH TESTING LABORATORY CSTASLISHCD ISSI 850 POPLAR STREET, PlTTSBURGH, PA. 1S220 CLIENT'S No. P.O.

202267 AREA CODE 412 TEI EPHONE 922 4000 REPORT oRDER No.

PG-21124 January 11, 1983 REPORT OF:

Load Testing on Panel Assemblies TABLE OF CONTENTS 2.

3.

4.

5.

6.

Test Description and Summary Gilbert/Commonwealth Test Procedure Sketches Data Positive Pressure Test Data Negative Pressure Test Photographs

DESCRIPTION

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AREA CODE 412 TELEPHONE 022-4000 CORM AOT RtV. PQ PI-EASE REPI Y TO:

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202267 REPORT ORDER No.

PG-21124 January 11, 1983 REPORT OF:

REPORT TO:

Load Testing on Panel Assemblies Gilbert Associates, Inc.

P.O.

Box 1498

Reading, PA 19603 We received various types of materials as supplied by E.G. Smith of Pittsburgh for fabrication and testing of panels as outlined in Gilbert/Commonwealth Work Procedure 1-WP-023-0412-0311-0 for Ginna Power Station.

Material Received from E.G. Smith 1.

2 ~

3 ~

4.

5.

6.

1" Ensulation Shadowall -.032" thick nominal B-Panel

.030" thick nominal Shadowall

.040" thick nominal Ribwall.040" Fasteners The initial test set-up and test were witnessed by Mr. John Regec of Gilbert/

Commonwealth and Mr. Mark Fitzsimmons of Rochester Gas and Electric.

Mr. Gene Vlasic of Elwin G. Smith assisted in the fabrication of B-Panel and shadowall assembly.

A.

Test Set-U and Procedure for Positive Pressure Test A test chamber constructed of 2 x 12's as shown on attached sketch 1S-1 was placed around the 6' 14'4" panel.

The panels were anchored to C-12 x 20.7 channels as per typical field installation, 'as shown on Page 2 of attached Gilbert/Commonwealth Work Procedure 1-WP-2023-0412-0311-0 and drawings 1 and 2 of work procedure.

The three (3) support girts were then tack welded to two (2) side supports made of the same channel (sketch 1S-2).

This was done to prevent rotation of end supports.

The panel was then built onto the girts.

A layer of 6 mil polyethylene was then placed over the chamber and panel.

A blower was then connected to inlet of the wood chamber.

A water manometer was also connected to measure the vacuum pressure.

A preload of 5 PSF was placed on the assembly to seat everything.

One (1) six (6) inch and one (1) five (5) inch travel dial indicator was used to measure deflection at center of the two (2) midspans.

These gages were placed on the high side of the panel.

Gages are calibrated with traceability to the National Bureau of Standards.

Deflection readings were taken at every 5 PSF until the end of dial gage travel.

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834682 PITTSBURGH TESTING LABORATORY SSTASLISHSD ISS I 850 POPLAR STREETs PITTSBURGHI PA

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202267 AREA CODE 412 TELEPHONE 022.4000 REPORT ORDER No.

PG-21124 January 11, 1983 REPORT OF:

Load Testing on Panel Assemblies B.

Test Results - Positive Following is an outline of test results from data in the Appendix of the report.

Test Number Panel Identification Initial Bucklin -PSF Maximum Load-PSF Comments B-Liner

.040 Shadowall 107 107 Initial Test Buckling occurred Test stopped B-Liner

.032 Shadowall 65-70 112 End Panel Rotated Fracturing Weld for Preventing Rotation B-Liner

.032 Shadowall 70-75 125 Top Section Fractured Metal Pulled Through Around Fasteners B-Liner

.032 Shadowall 70-75 125 Top Section Fractured 3-Fasteners Sheared 3-Metal Pulled Through

.040" Shadowall 65-70 187 Maximum Load Reached on Water Manometer-No Total'.

Fracture of Panel Some Distortion around fasteners

.040" Shadowall 65-70 179. 5 Bottom Section Fastener Pulled Through on Two Fasteners Not All Way Through-Fasteners Popped Out

.040" Shadowall 60-65 182 Maximum Load Reached on Mater Manometer-No total fracture of panel.

Some Distortion around fasteners.

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202267 AREA CODE 4 I2 TELEPHONE 022.4000 REPORT oRDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies B.

Test Results Positive (Cont'd)

Test.

Number Panel Identification Initihl Bucklin -PSF Maximum Load-PSF Comments

.040" Ribwall 75-80 179.5 Bottom span fasteners Metal Tore then popped out

.040" Ribwall 80-85 156. 0 Bottom span fasteners metal tore then popped out

. 040" Ribw ll 80-85 176. 9 Bottom Span Fasteners Metal tore then popped out and metal tore over center supports.

C.

Test Set-U

& Procedure For Ne ative Pressure Test The same test chamber and typical steel frame was used for the negative pressure test.

The panels were built upright and when completed, frame was turned over and test conducted as per the positive pressure test.

D.

Test Results XeSettue Following is an outline of test results from data in the appendix of the report.

Test Panel Number Identification Maximum Load PSF Comments B-Liner

.032 Shadowall 80 Top Fasteners in B-Liner Pulled Through Metal to End B-Liner

.032 Shadowall 95 Top Fasteners in B-Liner Pulled Through Metal to End

'-Liner

.032 Shadowall 80 Same as 1 and 2.

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202267 AREA CODE 1 I2 TELEPHONE 022.4000 REPORT OROER No.

PG-21124 January 11, 1983 REPORT OF:

Load Testing on Panel Assemblies D.

Test Results Ne ative (Cont'd)

Test Panel Maximum Load Number Identification PSF Comments 1

.040" Shadowall 92 At 72 PSF Panel at Center Girt Pulled off and at 92 Top End Panel Tore then popped

.040" Shadowall 92 At 67 PSF Panel at Center Girt Pulled off and at 92 Top End Panel tore than popped

.040" Shadowall 91 At 74 Panel at Center Girt Pulled off and at 91 Top End Panel tore then popped

.040" Ribwall 115 At 80 PSF Panel at Center Girt Pulled from Fasteners then at 115 PSF End Top Panel pulled from Fasteners

.040" Ribwall 90 At 90 PSF Panel at Center Girt Pulled from Fasteners Load Dropped then End Bottom Panel Pulled from Fasteners

.040" Ribwall 92 At 92 PSF Panel at Center Girt Pulled from Fasteners Load Dropped and tear developed in plastic.

Test shut down to repair tear and test restarted at 65 PSF

-End panel pulled out.

PIT BURGH NG ORATORY Earl Gallagher nager Physical Testing Department

TEST PROCEDURE

'WORK PROCEDURE 1-WP-023-0412-0311-0 PROCEDURE FOR TESTING OF SIDING

1-WP-023-0412-0311-0 P

1 of 4 PURPOSE 1.

Determine the maximum wind load that wall siding can transfer to the wind resisting members of a building for a 'B'anel system with shadowall profile.

2.

Determine the required wind loading at which ribwall and exterior shadowall only are assumed to have

'blown off.'he following siding systems as manufactured by Elwin G. Smith Division of Cyclops Corporation'will be furnished and delivered by Gilbert/Commonwealth.

'B'anel S stem Interior:

22 ga. galvanized 'B'anel Insulation:

1" thick 6'/ density glass fiber Exterior:

.032 PMF aluminum shadowall (3004H14)

(See Typical Section, pg.

2)

Ribwall 0.040 PMF aluminum ribwall (3004H14).

Shadowall Exterior 0.040 PMF aluminum shadowall (3004H14).

4 NUMBER OF TESTS PER SIDING SYSTEM 1.

Positive Pressure Condition

~

8 tests.

2.

Negative Pressure Condition

~

8 tests.

Three tests each are to be run for the positive pressure and negative pressure cases using the connection condition as it exists on the building.

Three tests each may then be run for the two cases using modifications based on results of the first series of tests.

The remaining material (for two tests each) will be extra in case further testing is needed.

IConeenwealth

'I I-WP-023-0412-0311-0 P

2 of TEST SET UP 1.

The two span test condition as shown below shall be used.

2.

Siding shall be installed according to the attached two sheets.

TYPICAL PANEL SECTION Free Edge Light Gage Member to Prevent Buckling A

(Typ.)

Free Edge C

1-3/4" 7 ft-7ft-~

Positive Pressure Direction 1-1/4" E Channel 1(2" E Channel PLAN E Channel Negative C12 x 20. 7 Interior

'B'anel Exter ior Shadowall Negative Pressure Direction A-A (Typ.}

Positive PANEL SECTION

~ /Commonwealth

0

1-WP-023-0412-0311-0 Pg S oi 4

TEST PROCEDURE FOR PANEL SYSTEHS Positive Pressure Condition I.-

Apply uniform pressure on panel systems of both spans.

Loadings shall be applied in maximum increments of 5 psf.

2; Record load at which panel system buckles.

Panel buckling shall be defined as any crease in material or any non-elastic deformation.

3.

Record load at which panel connection fails or panel rips away from support.

4.

Record total failure.

This is defined as the load at which assembly pulls away from support such that the siding is no longer capable of transferring load to the support.

5.

For all incremental loadings, test results shall provide defendable data for determining actual stress levels.

Ne ative Pressure Condition 1.

Apply uniform pressure on panel system of both spans.

Loadings shall be applied in maximum increments of 5 psf.

2.

Record load at which connection of panel system fails or panel rips away from support.

3.

Record load at which panel system buckles.

Panel buckling shall be defined as any crease in material or any non-elastic deformation.

4.

Record load at which panel system connection fails or panel rips away from support.

5.

Record total failure.

This is defined as the load at which assembly pulls away from support such that the siding is no longer capable of transferring load to the support.

6.

For all incremental loadings, test results shall provide defendable data for determining actual stress levels.

TEST PROCEDURE FOR CONNECTIONS Provide testing of 10 screws each for failures in tension,

shear, and penetration.

Penetration shall be defined as the point where the head of the screw pulls through the siding.

1-WP-023-0412-0311-0 P

4 of 4 ADDITIONALTESTING 1.

Record incremental loadings of 5 psf and associated displacement incurred.

2.

Plot applied load vs. deflection curves.

REPORT OF TESTS REPORTS After three tests are run for each siding material for both positive and negative loading and the connections are tested, the following results shall be reported:

1.

Connection capacities for tension,

shear, and penetration.

2.

Flexure capacities for positive and negative loadings.

3.

Any additional failure modes, observed and load capacities.

In addition, a description of each failure mode shall be provided.

Design limits and yield points for elastic design shall be defined.

Ultimate failure loading shall be determined.

Prior to further testing, modification sketches will be provided by Gilbert/Commonwealth for installation.

Test procedures and results will then be redone.

Wert /Commonwealth

c

~Gilbert Assaaiaaas,iaa.

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202267 AREA CODE 412 TELEPHONE 022 4000 a

REPORT ORDER No.

PG-21124 January 11, 1983 REPORT OF:

Load Testing on Panel Assemblies Test

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1 Positive Pressure Panel Identification:

B-Panel, 1" Insulation

.040" Shadowall DEFLECTION READINGS - INCHES Load PSF Bottom S an

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0. 505

0. 587

0. 663

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Shadowall panel buckled at 107 PSF Load test stopped at this point.

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LABORATORY No.

834682 PG-21124 AREA CODE 412 TEI EPHONE 022 4000 REPORT ORDER No.

REPORT OF:

January ll 1983 Load Testing on Panel Assemblies Test f/

1 Positive Pressure Panel Identification:

B-Panel, 1" Insulation

.032" Shadowall DEFLECTION READINGS INCHES Load PSF Bottom S an

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5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

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l. 045 1.175 1.350 1.580 1.915 2.310 3.350 3.820 4.225 4.520 4.725 Ran Out of Travel Comments:

Maximum Load 112 PSF end panel rotated fractured welds on side channel.

Shadowall panel initial buckled when increasing load from 65 PSF to 70 PSF.

14'4" Bottom Top 6',

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Panel:

.032" Shadowall 1" Insulation B-Panel GILBERT 6 ASSOCIATES Test /Il Positive PlTTSBURGH TESTlNG LABORATORY

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PlTTSBURGH TESTlNG LABORATORY tSTASLISNSD ISSI 850 POPLAR STREET> P~TTSBURGHa PA 15220 AS A MUTUAL tkOTtCTION TO CLltNTS, TNt tUSLIC AND OUkSCLVSS ~ ALL kttORTS Akt SUSNITTSD AS TNC CONI'IDSNTIAL tkOttkTT OI'LISHTS, AND AUTNOSIIATION tOk tUSI.ICATION Ot STATSNSNTS, CONCLUSIOHS Ok CXTRACTS tkON Ok ktOARDING OUR kttOSTS I~ ktttkVtD ttHDINC OUk WSITTtH AttkOVAL, LABORATORYNo POSM 40T 1SV. PG PI.EASE REPLY TO:

Pe O. DO X 1646 P IT 7SDVR0 H, P A. 16260 834682 cLlENT'5 No.

202267 AREA CODE 412 TELEPHONE 022 4000 REPORT QRDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test fl 2

Positive Pressure Panel Identification:

B-Panel, 1" Insulation

.032" Shadowall DEFLECTION READINGS INCHES Load PSF

~To S an 0

5'0 15 20 25 30 35 40 45 50 55 60 65 70 75

,80 85 90 95 100

0. 000

0. 180

0. 314 0.428

0. 530

0. 622

0. 729

0. 844

0. 978

1. 020 1.150 1.298 1.540 1.870 2.340 3.350 3.470 3.830 4.110 4.510 Gauges Removed

0. 000

0. 180

0. 308

0. 418

0. 532

0. 635

0. 742

0. 875

1. 020

l. 170

1. 350

1. 555

1. 825

2. 125

2. 650 3.250 3.565 3.900 4.160 4.800 Comments:

Maximum Load 125 PSF top ends pulled out bottom span shadowall panel buckled 8 load going from 70 PSF to 75 PSF

14 I 4ll i

Bottom T

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.032" Shadowall 1" Insulation B-Panel GILBERT & ASSOCIATES

~eADC DT:

JPM CH'KD, DV:

OIIDCK NO.

PG-21124 DATcl 12/27/82 DATCl KLATC NO Location of Buckling F'ITTSBURGH TESTING LABORATORY

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fOSM 407 SCV. PG PLEASE REPLY TOI P. O. bOX 1040 PIT TSDURGH, PA. IS220 AS A NUTUAI. FSOTCCTIOH TO CLICNTS, THC FUSLIC AND OUSSCLVCS ~ ALL SCFOSTS AIIC SVSNITTCD AS THC CONFIDCHTIAL FSOFCSTT OF CLICHTS, AND AVTHOSIZATIOH FOII FUSLICATION OF STATCNCHTS, CONCLUSIONS Oll CXTSACT~ FIION OS SCOASDINO OVII SCFOSTS IS SCSCSVCD FtNDIHO OVS WSIITCH AFFSOVAL, LABORATORY No.

834682 PITl SBURGH TESTING LABORATORY CSTASLISHCD ISSI 850 POPLAR STREET, PITTSBURGH, PA. 15220 CLIENT'S No.

202267 AREA CODE 4 lt TELEPHONE 022-4000 REPORT ORDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test kl 3 Positive Pressure Panel Identification:

B-Panel 1" Insulation

.032" Shadowall DEFLECTION READINGS INCHES Load PSF Bottom S an

~To S an 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 0.000 0.148 0.280 0.390 0.515

0. 620 0.725 0.855 0.978 1.130 1.285 1.423 1.623 1.902 2.420 3.390 3.565 3.887 4.000 Dial Gauges Removed

0. 000

0. 145

0. 290 0.380

0. 495

0. 592

0. 685

0. 810

0. 938

1. 085

1. 235

1. 405

l. 635 1.885 2.265 3.545 3.785 4.120 4.330 Comments:

Bottom span shadowall panel buckled at load going from 70 PSF to 75 PSF.

Maximum Load 122 PSF 3 top end connections metal shear and 3 fasteners sheared.

14 1 4II Bottom Top Location Fracture

~

I 1

II I

7 1 l

11 s 2tt Panel:

.032" Shadowall 1" Insulation B-Panel GILBERT & ASSOCIATES Test 83 Positive PITTSBURGH TESTING LABORATORY oaAoc ar:

JPM CH'KD ~ 0>:

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P O. 6OX ISSS PITTSDUROH> PA.

13230 650 POPLAR STREET, PITTSBURGH, PA. 15220 AS A NUTUAL SAOTCCTIOH TO CLICNTS. THC SUSLIC AHD OU1SCLVCS, ALL HCPOSTS A1C SU ~ NITTCD AS THC CONI'IDCNTIAL SSDPCATY OIP CLICHTS. AHD AUTHORIZATION SOS SUSLICATIOH OT STATCIaCHTS, CONCLUSIONS 01 CXTRACTS TSOIa 01 IIKOAIIDIHO OUR SCPOSTS IS RCSCSVCD PCHDIHC OU1 WHITTCN ASSSOVAL.

LABORATORY No.

834682 PG-21124 AREA CODE 412 TELEPHONE 022 4000 REPORT ORDER No.

January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Panel Identification:

Test 8

1 Positive

.040" Shadowall DEFLECTION READINGS - INCHES Load PSF Bottom S an

~Tn S an 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85

0. 000

0. 068

0. 162

0. 242

0. 320

0. 395

0. 466

0. 540

0. 623

0. 705

0. 795

0. 915 1.200 2.120 2.705

3. 250

4. 015 4.338

0. 000

0. 062

0. 147

0. 215

0. 290

0. 347

0. 400

0. 460

0. 531

0. 600

0. 678

0. 770 0.850*

0.850*

2.150

3. 630 3.830 4.50 Comments:

Panel was rippling across 6 ft. width causing valleys and peaks.

Panel Buckled at middle between 65 PSF nad 70 PSF.

No failure at maximum water column of 187 PSF.

Fastener holes distorted.

14 I 4ll Bottom Top Panel:

.040" Shadowall Test 81 Positive GILBERT & ASSOCIATES PITTSBURGH TESTING LABORATORY

~(ADC DV: JPg CH'KD. DY(

DAvc: 12/28/82 DATC:

PG-21124 P( ATC HD.

Location of Buckling

90 P

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202267 PITTSBURGH TESTING LABORATORY SSTASLISHSD ISSI 850 POPLAR STREET, PITTSBURGH, PA. 15220 PLEASE REPLY TO:

P. O. EOX ISAS PITTSDURCH, PA.

15230 AS A HUTUAL tSOTSCTIOH TO CLICNTS, THC tVSLIC AND OUSSCLVSSo ALL RSPOSTS ASS SUSHITTSD AS THt COHFIDSHTIAL tSOtCIITV OT CLIENTS, AHD AVTHOSIZATIOH tOH tUSLICATIOKOt STATSHCKTS. CONCLUSIONS Oll CSTIIACTS tSOH Oll SSOAIIDINQ OUS IICtOIITS IS SSSSIIVSD tSKDIHO OVS WIIITTSH AttlIOVAL, LABORATORY No.

834682 PG-21124 AREA CODE 412 TELEPHONE 922.4000 REPORT ORDER No.

January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test

$l 2 Positive Panel Identification:

.040" Shadowall DEFLECTION 'READINGS - INCHES Load PSF Bottom S an

~tn I an 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85

0. 000

0. 085 0.175 0.258 0.322 0.382 0.446 0.512 0.580

0. 648

0. 720 0.805 1.020

2. 40

3. 100 4.35 4.640 5.000

0. 000

0. 068

0. 152

0. 230 0.

300'.

375

0. 448

0. 528

0. 606

0. 695

0. 783

0. 960*

0. 990*

1.130*

3.360 3.660 3.822

Panel rippling across Comments:

Maximum Load 179.5 PSF bottom fasteners pulled metal and then popped out not tearing metal all the way too end.

Middle buckled between loading increment of 65 PSF - 70 PSF.

Panel was rippling across causing valleys and peaks.

(

lg I Pll Bottom Location of Fracture 1 1 aT I tt Panel:

.040" Shadowall Test 82 Positive GILBERT & ASSOCIATES PITTSBURGH TESTING LABORATORY

~*DE DVI JPg CH'KD DYI OllDEII NO ~

D~Tcl 12/28/82 PG-21124 DATCl Fl ATC HO Location of Buckling

90 e

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FOAM 407 SSV, PC PLEASE REPLY TOI I, O. ISO X I044 PIT TSDURQII~ PA. IS2S0 AS A MUTUAL FSOTSCTIOH TO CLICHTS THE FUSLIC AND OUlt~ CLVCSo ALL RSFOItTS ASS SUSHITTSD AS THC COMFIDSHTIAL PSOFSSTV OF CLISHTS, AHD AUTHOSIZATION FOlt FUSLICATIOH OF STATSHSHTS, COMCLUSIOHS Olt CXTIIACTS FSON OS ASSASSINS OUR SCFOltTS IS IISSSIIVSD PSHDINC OUR WSITTCH AFFltOVAL.

LABoRAToRY No.

834682 PlTTSBURGH TESTlNG LABORATORY CSTASLISHSD ISSI d50 POPLAR STREET, PlTTSBURGHI PA. 15220 CLIENT'S No.

202267 AREA CODE 4 I2 TELEPHONE 022-4000 REPORT ORDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test f/

3 Positive Panel Identification:

.040" Shadowall DEFLECTION READINGS - INCHES Load PSF

~To S an 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90

0. 000

-0. 080

0. 158

0. 225

0. 282

0. 335

0. 397 0.465

0. 530

0. 597

0. 650

0. 715

0. 810

2. 29

2. 57

3. 94

4. 15 4.48 4.59

0. 000

0. 071

0. 143

0. 208

0. 272 0.333 0.404 0.485

0. 564

0. 653

0. 747

0. 870

1. 070 0.980*

1.000*

2.195 4.890 4.990 5.140

Panel rippling across Comments:

Center Section buckling at 60 PSF to 65 PSF Maximum Load 182 PSF Ran Out of Travel for water manometer some pull away at top right fastener.

Bottom II

~

e

~

Panel:

.040" Shadowall Test

$/3 Positive GILBERT & ASSOCIATES PITTSBURGH TESTING LABORATORY

~IADC DV:

JPM CH'KD, DVI DATcI 12/28/82 DATC:

DIIDEK NO.

PG-21124 Location of Buckling PLATC NO

90 h

~

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80 ".

70 I

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FSSaa SOT SKY. PG PLEASE REPLY TO.

P. O. box 15S5 PITTSbVRGII~ PA.

15250 AS A HUTVAL FSOTKCTION TO CLICHTS, THC FUSLIC AHD OVIISCLVKS, ALL RKSORTS ASK SVSNITTKD AS THC COHFIDCHTIAL FSOFKIITT Of CLICHTS, AND AUTHORIZATION NOH FUSLICATION Of ST*TCHCNTS. CONCLUSIONS OII CKTSACTS fSON OS SKGASDINO OUR SKSOSTS IS SKSKSVKD fCMDIHG OUR WIIITTKM AFFIIOYAL.

LABORATORY No.

834682 PITTSBURGH TESTING LABORATORY CSTASLISHCD I ~SI d50 POPLAR STREET, PITTSBURGH, PA. 'I5220 CLIENT'S No, 202267 AREA CODE A'l2 TELEPHONE 022.A000 REPORT ORDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test

$I 1 Positive Panel Identification:

.040" Ribwall DEFLECTION READINGS INCHES Load PSF Bottom S an

~Tn S an 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90

0. 000

0. 099

0. 170

0. 240

0. 320

0. 410

0. 480

0. 550

0. 640

0. 735

0. 830

0. 940

l. 050

1. 200 1.385 1.580 1.930 2.350

2. 740

0. 000

0. 067 0.140 0.205

0. 288

0. 370

0. 445

0. 528

0. 631

0. 730

0. 840

0. 948

1. 080 1.220 1.415 1.650 2.070 2.435 2.910 Comments:

Panel Buckled top span between 75 PSF 80 PSF Maximum Load 179.5 PSF Bottom fasteners tear then popped out fasteners still in beam.

14 l 4ll Bottom I

>(l I

I l)l I

.I 6

Location of Fracture Panel:

.040" Ribwall Test

//1 Positive GILBERT & ASSOCIATES PlTTSBURGH TESTlNG LABORATORY NADL SVl JPM CHiKD, SV:

PLAVC NO, Location of Buckling OllDEll NO, DAvc 12/29/82 PG-21124

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& Associate Ofgf <I8, 8.0.

202567 il'R Order No.~<2 ~hah No.

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I PANEl IDEN N I POS313tf~e I3 9;i0-~~~W 3

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CLIENT'S No.

202267 PITTSBURGH TESTING LABORATORY KSTASLISHKD I SKI d50 POPLAR STREET, PITTSBURGH, PA. 15220 PLEASE REPLY TOI P. O. bOX ISK5 PIT TSDVROH, PA. I5250 AS A MUTUAL FSOTKCTION TO CLIKNTS, THK FVSLIC AND OUIISKLVKS, ALL RKFOSTS AIIK SUSHI TTKD AS THK COHFIDKHTIAL FAOFKSTV OF CLIKHTS, AND AUTHOSIZATION FOII FUSLICATIOH OF STATKNKHTS, CONCLUSIONS OH KXTIIAC'TS FSON OK SKOAKDIHO OUII SKFOIITS IS IIKSKIIVKDI'KHDIHO OUR WSITTKH AI'FIIOVAL.

LABORATORY No.

834682 ORDER No.

PG-21124 January 11, 1983 AREA CODE S I2 TELEPHONE 022.4000 REPORT REPORT OF:

Load Testing on Panel Assemblies Test kl 2 Positive Panel Identification:

.040" Ribwall DEFLECTION READINGS INCHES Load PSF Bottom S an

~Tn S an 0

5 10 15 20 25 30 35

=-

40 45 50 55 60 65 70 75 80 85 90 95 100

0. 000 0.090 0.165 0.228 0.302 0.380 0.460 0.545 0.632 0.725 0.820 0.922

1. 040 1.190 1.370

1. 560

l. 770 2.170 2.690 3.030 3.320

0. 000

0. 075

0. 147

0. 216

0. 292

0. 371

0. 448

0. 529

0. 625

0. 722

0. 822

0. 931

1. 048

l. 179

1. 350 1.560 l."785 2.110 2.540 2.935 3.854 Comments:

Top span panel buckled a 80 PSF 85 PSF.

Maximum load 156 PSF bottom fasteners pulled and tom around fasteners then popped.

14 ( 4((

Bottom Hog.

Location of Fracture Panel:

0.040" Ribwall Test I2 Positive GILBERT & ASSOCIATES PlTTSBURGH TESTlNG LABORATORY

~eADC OV CN'XO ~ SV(

DATc:12/29/82 DATC:

ONDCN NO PG-21124 PLATC NO Location of Buckling

~

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PANEL IDENT.:

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& Associate ItttittI TEST NO.

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POIIM SOT SCV. ~ PC CSTASLISHCD ISSI 650 POPLAR STREET, PITTSBURGH, PA. 'I5220 PLEASE REPLY TO:

P. O. bOX ISIS PITTSbUROH, PAa 1$ 2$ 0 AS A NUTUAI. SSOTCCTION TO CLICNTS, THC I'USLIC AHD OUSSCLVCS. ALL kCFOSTS ASC SVSNITICD AS THC CONFIDCHTIAL fkofCSTT Of CLICNTS, AHD AUTHORIZATION tOR fVSLICATIOH OF STATCNCHTS, CONCLUSIONS Ok CXTRACTS FkON Ok RCOASDIHO OVS SCfORTS I~ SCSCSVCD PCNDIHC OUk WSITTCH AffkOVAL.

LABORATORY No.

834682 P)TTSBURGH TESTlNG LABORATORY Cl IENT'8 No.

202267 AREA CODE AI2 TEI.EI'HONE 022.4000 REPORT oRDER No.

PG-21124 January 11, 1983 REPORT OF:

Load Testing on Panel Assemblies I

Test

$/

3 Positive Panel Identification:

.040" Ribwall DEFLECTION "READINGS INCHES Load PSF 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 0.000 0.080 0.158 0.235 0.310 0.385 0.460 0.550 0.630 0.?15 0.810 0.910 1.040 1.175 1.330 1.540 1.760 2.130 2.540 3.040 3.280

~Tn S an

0. 000

0. 064

0. 134

0. 205

0. 282

0. 352 0.427 0.513 0.608 0.694 0.788 0.885 0.999 1.105 1.240 1.400 1.575 2.131 2.465 3.605 3.830 Comments:

Top span panel starting to buckle between 80 PSF 85 PSF.

I'Iaximum load 1?6.9 PSF.

Bottom span fasteners metal pulled then popped.

14 l 4ll Bottom Top ii I

Tear Inl

Metal I

Over Supportl~',

ll

':I' II'r Fracture Location 11 I 2ll Panel:

.040" Ribwall Test f/3'Positive Gilbert and Associates PITTSBURGH TESTING LABORATORY OIIDCK NO, AIADc Drl JPM DATc: 12/30/82 PG-21124 CH'KD %T'ATCl tI*TE NO Location of Buckling 10

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202567 TEST NO 'Q ~ g,'. p~ give PEEL IDEN Or+ O l

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PITTSBURGH TESTING LABORATORY CSTASLISHCO ISSI 850 POPLAR STREET, PITTSBURGH, PA. 'I5220 AS A HUTU*L fSOTCCTIOH TO CLICHTS, THC PUSLIC AND OUSSCLVCS, ALL IICI'OIITS ASC SUSHITTCD AS THC COHfIDCHTIALPIIOfCATV OC CLICNTS, AND AUTHOSIZATION fOII I'USLIC*TIOHOI'TATCHCHTS. COHCLUSIOHS OII CXTSACTS fSOH OII HCOAIIDINO OUS SCSOIITS IS SCSCIIVCD fCHDIHO OUR WIIITTCN AI'fIIOVAL.

LABORATORY No.

FSSH 107 SCV..PQ PLEASE REPLY TOI P. O. bOX 1444 PIT T SDUROH, P A.

1$ 2$0 834682 cuENT's No.

202267 AREA CODE 412 TELEPHONE 022.4000 REPORT ORDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test tI 1 Negative Panel Identification:

B-Panel -.032" Shadowall DEFLECTION READINGS INCHES Load PSF Bottom S an

~To S an 0

5 10 15 20 25 30 35 40 45 50

0. 000

0. 285

0. 528 0.700 0.899 1.128 1.450 1.640 1.990 2.218 2.403

0. 000

0. 330

0. 650

0. 910 1.290 1.470

1. 620

1. 870 2.100 2.390 2.550 Comments:

Panel indicated by sound buckling of Shadowall at 60 PSF.

Maximum Load 80 PSF top Fasteners tore at top through metal.

~ I

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Ch~dtlbedr soeiat TTSBUt<GH Tplv '~

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02 67

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FOAM ADT ACV. PO PLEASE REPLY TOI P. O. IIOX ISIS PITTSIIURQH, PA. I5250 AS A MUTUAL PSOTKCTIOH 'TO CLICNTS ~ THK PUSLIC AND OVltSCLVCS, ALL IICPOSTS ASC SVSNITTCD AS THC COHFIDCHTIAL PSOPCSTV OP CLICHTS, AND AUTHOSIKATIOH FOlt PUSLICATION OF STATCNCNTS, CONCLUSIONS Olt CXTSACTS FSOH Olt ItCOASDIHO OUlt SCPOSTS I ~ ltKSCIIVCD PCHDIHC OUS WKITTCH APPltOVAL, LABORATORY No.

834682 PITTSBURGH TESTING LABORATORY CSTASLISHCD I SKI 650 POPLAR STREET, PITTSBURGH, PA. 15220 CLIENT"S'No.

202267 AREA COOE SIC TELEPHONE 025-4000 REPOR'7 ORDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test 8

2 Negative Panel Identification:

B-Liner Insulation

.032" Shadowall DEFLECTION'READINGS INCHES Load PSF Bottom S an

~To S an 0

5 10 15 20 25 30 35 40 45 50

0. 000

0. 202

0. 510

0. 770

l. 171

l. 429

1. 814

2. 129

2. 440

2. 694

2. 930

0. 000

0. 285

0. 565

0. 750

0. 990

1. 220 1.475 1.695 1.945 2.190 2.400 Comments:

Popping heard at 50 PSF.

Maximum Load 95 PSF top fasteners tore through and panel then fractured.

e

90 I

Oiler.Ha.~~zi~~a No.

/gee]

'Gilbert

&"Associate C0entS Order NO.'.O.

202'67 TEST NO.:

E<< I 80; "!

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CLIENT'S No.

202267 PITTSBURGH TESTING LABORATORY CS'T*SI.IS'KCD ISSI PLEASE REPI.Y TO:

p. o. box lese PITTSbURGH. PA.

IS230 B50 POPLAR STREET, PlTTSBURGH, PA. 15220 AS A HUTUAL tSOTCCTION TO CLICNTS, THC tVSLIC AND OVSSCLVCS, ALI. IICtOSTS ASC SUSHITTCO AS TNC COHfIDCHTIALtSOSCIITT Of CLICNTS, AND AVTNDSICATIOH fOII tUSLICATIOH Of STATCKCHTS, COHCLUSIOHS OS CXTSACTS fSON OII SCGAltDIHD OVlt IICtOIITS IS IICSCIIVCD tCHDIHG OVII WSITTCH AttSOVAL.

LABoRAToRY No.

834682 ORDER NO.

PG-21124 January 11, 1983 AREA CODE 4 I2 TELEPHONE 922 A000 REPORT REPORT OF:

Load Testing on Panel Assemblies Test N 3 Negative Panel Identification:

B-Liner.032" Shadowall DEFLECTION READINGS. INCHES Load PSF

~To I an 0

5 10 15 20 25 30 35 40

, 45 50 55

0. 000 0.173

0. 417

0. 643

0. 870 1.085 1.248 1.440 1.605 1.807

2. 015

2. 165

0. 000

0. 245

0. 580

0. 800

1. 080 1.410 1.660 1.920 2.190 2.430 2.570 2.700 Comments:

Popping at 50 PSF.

Maximum load 80 PSF top fasteners tore to edge of metal then metal pulled off of girt.

I P

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02 67

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RSANPC FORM 407 RCV, PG PI EASE REPLY TOI P

O. SOX ISAS PIT T5SURGH, PA.

15250 AS A HUTVAL FROTCCTIOH TO CLICNTS, THC FVSI.IC AND OVRSCLVCS, ALL RCFORTS ARC SUSaIITTCD AS THC COHF'IDCHTIAL FROl CRTT OF CLICHTS, AHD AUTHORIZATION FOR FUSLICATION OF STATCHCNTS, COHCLUSIONS OR CXTRACTS TRON OR RCOARDINO OUR RCI'ORTS IS RCSCRVCD FCHDIHO OUR WRITTCN AFFROVAL~

LABORATORY No.

834682 PITTSBURGH TESTING LABORATORY CSTASI.ISNCD 1SS1 850 POPLAR STREET, PITTSBURGH, PA. 15220 CLIENT'S No.

202267 AREA CODE 412 TELEPHONE 022 4000 REPORT ORDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test fJ 1 - Negative Panel Identification:

.040" Shadowall DEFLECTION READINGS INCHES Load PSF 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70

0. 000

0. 080

0. 170

0. 265 0.365 0.499

0. 545

0. 640

0. 745 0..835 0.930 1.030 1.150 1.240 1.395

~Tn S an

0. 000 0.105 0.210 0.318 0.435

0. 500

0. 665

0. 775

0. 900

1. 005

1. 110

l. 235 1.355 1.460

1. 630 Comments:

At 72 PSF Panel at center girt pulled away from fasteners.

At 92 PSF top end panel pulled away from fasteners.

TTSBUtSHN(Altrial;s r

TORY I

90 OQer No. 2 COND t i1ber I

t.hb No.

34 S2

I 6 Associat CSeata Order No.

TEST NO.:

I

~

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2 67

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FOAM 407 IICV. PC PLEASE REPLY TO.

P. Oa bOX 1040 PITTSbURQH, PA IS2SO AS A MUTUAL FAOTCCTION TO CLICNTSa THC ~USLIC AHD OUIISCLVCS ~ ALL SCFOIITS Akt SVSHITTCD At THC CONFIDCHTIAL FIIOFCIITY OF CLIKNTS, AND AUTHOIIIZATION FOlt I'USLICATIOMOF STATCHCNTS, CONCLUSIONS Olt CXTItACTS FSON Olt IICOASDINO OVlt SCFOltTS I~ IICSKIIVCD FCHDINO OVII WIIITTCM AFFIIOVAL.

LABORATORY No.

834682 PITTSBURGH TESTING LABORATORY CSTASLISHCO I ~SI 850 POPLAR STREET, PITTSBURGH, PA. 15220 cI IENT's No.

202267 AREA CODE 4 I2 TELEPHONE 022 4000 REPORT ORDER No.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test 8

2 Negative Panel Identification:

0.040" Shadowall DEFLECTION READINGS INCHES Load PSF

~To S an 0

5 10 15 20 25 30 35 40 45 50 55 60 65

0. 000

0. 195

0. 298

0. 415

0. 520

0. 610

0. 709

0. 808

0. 915 1.030

1. 115

1. 195 1.310

0. 000

0. 102

0. 215

0. 325

0. 445

0. 575

0. 695

0. 795

0. 900

1. 015 1.135 1.235 1.355 1.490 At 67 PSF Panel at center girt pulled away from fasteners.

At 92 PSF end top panel pulled away.

ab No.

I I(lbez

'(ei

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202267 PITTSBURGH TESTING LABORATORY CSTASLISHCD I~ 9 I B50 POPLAR STREET, P1TTSBURGH, PA. 15220 AS A NU'IVAL FSOTCCTIOH TO CLItNTSa THt FUSLIC AHD OUCSCLVCS ~ ALL SCFOIITS ASC SUSNITTCD AS THt COHFIDCHTIAI FIIOFCIITT OF CLICHTS, AHD AVTHOIUCATION FOll FUSLICATION OF STATtNCHTS, COHCLVSIONS Oll CZTSACTS FIION OII IICQAIIDIHQ OUll IICFOIITS I~ HCSCHVCD PCHDIHQ OUS WIIITTCN AFFSOVAL.

LABORATORY No.

AREA CODE 6 I2 TELEPHONE 922-SOOO REPORT ORDER No.

FoaM SOT acv. pG PLEASE REPLY TO:

P. O. bOX ISS6 PITTSbURGH, PA.

16230 834682 PG-21124 REPORT OF:

January 11, 1983 Load Testing on Panel Assemb3.ies Panel Identification:

Test f/

3 Negative

.040" Shadowall DEFLECTION READINGS - INCHES Load PSF

~Tn I an 0

5 10 15 20 25 30 35 40 45 50 55 60 65

0. 000

0. 092

0. 191

0. 285

0. 375

0. 460

0. 650

0. 735

0. 810

0. 915

1. 010

1. 105

1. 150 1.210

1. 330

0. 000

0. 120

0. 225 0.330 0.422

0. 530

0. 650

0. 720

0. 820

0. 930

1. 030

1. 130

1. 230 1.335

1. 465 Comments:

At 74 PSF Panel at center girt pulled off and at 91 PSF Top Panel pulled off.

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Ig as ANODE PITTSBURGH TESTING LABORATORY CSTASLISHCD I ~ SI 850 POPLAR STREET, PITTSBURGH, PA.

$ 5220 AS A HUTUAI, tROTCCTIOM 'TO CLIKHTSa THK tVSLIC AHD OURSCLVCS ~ ALL RCFORTS ARC SUSHITTCD AS THC COHFIDCHTIAL FROtCRTT Ot CLICHTS, AHD AVTHORIZATIOH FOR tU ~ LICATIOMOt STATCHCHTS, COMCLUSIOHS OR CITRACTS FROM OR RCOARDIHO OVR RCtORTS IS RCSKRVCD tCHDIHO OVR WRITTCM AttROVAL, LABORATORY No.

FoaM 40T acv. ~ Pc PLEASE REPI Y TOI Pa 0 SOX ISSS PITTSSURGH, PA. IS230 834682 cLIENTs No.

202267 AREA CODE 4 I2 TELEPHONE 922-4000 REPORT ORDER Ho.

PG-21124 January ll, 1983 REPORT OF:

Load Testing on Panel Assemblies Test k/

1 Negative Panel Identification:

.040" Ribwall DEFLECTION READINGS INCHES Load PSF

~Tn I an 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80

0. 000

0. 078

0. 225

0. 354

0. 470 0.586 0.708 0.813 0.924

1. 043

l. 150

1. 255 1.357 1.520 1.678 1.815

1. 920

0. 000

0. 065

0. 195

0. 305

. 0.410 0.505

0. 615

0. 725

0. 840

0. 960

1. 065 1.175 1.310 1.450 1.620 1.760 1.840 Comments:

At 80 PSF Panels at Center Support Pulled from Fasteners.

At 115 PSF end top panel pulled from fasteners.

'Qit4f Nilberk &'ssociat I

ATORY 4

82 80

~

CSeob Rdar No.'EST NO.:

~ IDENT.:

I P

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TEST NO.:

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202267 PITTSBURGH TESTING LABORATORY CSTASLISHCD I ~SI 650 POPLAR STREET, PITTSBURGH, PA. 15220 PLEASE REPLY TO:

P. O. bOX I045 PITTSbURQH, PA.

IS230 AS A NUTUAL fhOTCCTIOH TO CLICNTS, THC FUSLIC AHD OURStLVCS, ALL IICSORTS ARL SU ~ HITTCD *5 THC COHflDCNTIALFROfthl'T Of CLltNTS, AHD AUTHORIZATIOH fOR fUSLICATION Of STATCHCNTS, CONCLUSIOHS Oh CXTRACTS ThON OR htOA'RDINO OUR RCFORTS I ~ RCSCRVCD FCHDIHO OUR WRITTCN AFFROYAL, LABORATORY No.

834682 PG-21124 AREA CODE 4'l2 TELEPHONE 022-4000

'REPORT ORDER NO.

January 11, 1983 REPORT OF:

Load Testing on Panel Assemblies Test

/I 2 Negative Panel Identification:

.040" Ribwall DEFLECTION READINGS INCHES Load PSF

~To S an 0

5 10 15 20 25 30 35 40 45, 50 55 60 65 70 75 80

0. 000

0. 080

0. 200

0. 340 0.450

0. 560

0. 660

0. 775

0. 890

0. 985

l. 090

1. 180

l. 290

1. 380

1. 500

1. 620 1.730

0. 000

0. 085

0. 207

0. 347

0. 456

0. 572

0. 685

0. 800

0. 930

1. 038 1.150 1.245 1.362 1.470 1.600 1.730 1.845 Comments:

At 90 PSF Center Support Panels popped off then load dropped off then climbed back to 90 PSF when end bottom fasteners popped.

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TEST NO;::Q KL ID T.:

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O. bOX l444 PI T T5b U RQ H. P A. I$220 AS A MUTUAL tIIOTCCTION TO CLICNTSe THC tUSLIC AHD OVIISCLVCSa ALL IICtOIITS ASC SV SNITTCD AS THC CONFIDCNTIAL FSOFCSTT OF CLICHTS. AHD AUTHOSIZATIOH Foll tvsLICATION OF CTATclacHTs, coNcLvsloHs oil cxTCAcTs FRDN oil HCDASDINO OVII SCtOIITS I~ IICSCSVCD tCNDIHO OUS WIIITTCH AFFIIOVAL.

LABORATORY No.

834682 PITTSBURGH TESTING LABORATORY CSTASLISHCD ISS I 850 POPLAR STREET, PITTSBURGH, PA. 15220 CLIENT'S No, 202267 AREA COPE A!2 TELEPHONE 022 4000 R E PORT ORDER No.

PG-21124 January 11, 3983 REPORT OF:

Load Testing on Panel Assemblies Test 8

3 Negative Panel Identification:

.040" Ribwall DEFLECTION READINGS INCHES Load PSF Bottom S an

~Tn I an 0

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110

0. 000 0.118 0.238 0.370 0.485 0.599 0.690 0.775

0. 870 0.970 1.060 1.150 1.245 1.365 1.485 1.610 1.730

0. 000

0. 085

0. 210

0. 342

0. 460

0. 570

0. 670

0. 775

0. 892

1. 010 1.115

1. 225 1.335 1.475 1.620 1.760 1.895 Comments:

At 92 PSF panel at center girt pulled from fasteners.

Plastic developed tear shut system down patched tear then restarted end panel this pulled out at 65 PSF.

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PHOTOGRAPHS

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Lab No. 834682 Order No. PG-21124 Photo gl Negative Pressure Test Set-Up

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Photo g2 B-Liner

.040 Shadowall Positive Test

Lab No. S34682 Order No. PG-21124 Positive Tests

'Photo g3 B-Liner

.040 Shadowall Over Support Photo g4 B-Liner.040 Shadowall Mid Span Bottom

Lab No. 834682 Order No. PG-21124 I

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.032 Shadowall Photo g6 Test g2 Positive B-Liner

.032 Shadowall

Lab No. 834682 Order No. PG-21124 Photo g7 Test g2 Positive B-Liner

.032 Shadowall End Fracture Photo g8 Test g2 Positive B-Liner

.032Shadowall

Lab No. 834682 Order No. PG-21124 Photo g9 Test g3 Positive B-Liner.032 Shadowall Photo gl0 Test g3 Positive B-Liner.032 Shadowall End Fracture

Lab No. 834682 Order No. PG-21124 Photo gll Test g3 Positive B-Liner.032 Shadowall Photo gl2 Test gl

.040 Shadowall Positive Test

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Lab No. 834682 Order No. PG-21124 Positive Tests Photo gl3 Test g2

.040 Shadowall Photo gl4 Test g2-.040 Shadowall

Lab No. 834682 Order No. PG-21124 Positive Tests Photo f15 Test g3-.040 Shadowall Photo gl6 Test g3-.040 Shadowall

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$ 17 Test g3

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.040 Ribwall

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Lab No. 834682 Order No. PG-21124 Positive Tests ge 4~7, b!!

Photo $ 19 Test gl

.040 Ribwall

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.040 Ribwall End Fracture A

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Lab No. 834682 Order No. PG-21124 Positive Tests Photo f21 Test gl

.040 Ribwall End Fracture Photo f22 t

Test g2

.040 Ribwall

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Lab No. 834682 Order No.

PG-21124 Positive Tests Photo f23 Test g2

.040 Ribwall Photo f24 Test g2

.040 Ribwall End Fracture

Lab No. 834682 Order No. PG-21124 Positive Tests Photo f25 Test g3

.040 Ribwall Photo f26 Test g3

.040 Rxbwall End Fracture

Lab No. 834682 Order No. PG-21124 Photo

$ 27 Test g3

.040 Ribwall Middle Support Positive Test Photo f28 Test gl Negative Test B-Liner

.032 Shadowall

Lab No. 834682 Order No. PG-21124 Photo

$ 29 Typical End Fracture B-Liner

.032 Shadowall Negative Test Photo f30 Fracture B-Liner

.032 Shadowall Negative Test

Lab No. 834682 Order No. PG-21124 Photo f31 Typical End Fracture B-Liner

.032 Shadowall Negative

Test, Photo f32 Typical Center Girt Fracture Shadowall Negative Test

Lab No. 834682 Order No. PG-21124 Photo f33 Typical Fracture Ribwall Negative Test

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"PHYSICAL TESTING OF FASTENERS" by Pittsburgh Testing Laboratory March 3, 1983

PORN ADT RIY PG

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CSTASLISHCD I ~ S I 850 POPLAR STREET, PITTSBURGH, PA. I5220 PLEASE REPI.Y TOI P. O. bOX ISS6 PITTSDURGH, PA. I62$0 AS

NUTUAL PROTCCTION TO CLICHTS, THC PUSLIC AHD OURSCLVCS, ALL RCPORTS ARC SVSNITTCD AS THC CONPIDCHTIAL PROPCRTT OP CLICHTS, AHD AVTHORIZATIOH

~ OR PV ~ I.ICATIOH OP STATCNCNTS. CONCLUSIONS OR CCTRACTS PRON OR RCOARDIHD OUR SCPORTS IS RCSCRVCD PCNDIND OUR WRITTCH APPROVAL, LA80RAT0RY No.

835968 oRDER No.

PG-21124 March 3, 1983 AREA CODE AI2 TELEPHONE 022 4000 REPORT GLIENT's No.P ~ 0. No. 202267 PITTS BURG H TES Tl85 iLABORATORY REPORT OF:

REPORT TO'hysical Testing on Fasteners Gilbert Associates P.O.

Box 1498

Reading, PA 19603 We were requested to perform the following tests on fasteners used in testing program PG-21124 LN 834682 for Ginna Station-1.

6 single shear tests of Ribwall (Shadowall fasteners).

2.

6 single shear tests of "B" panel system fasteners.

3.

6 Penetration test of fasteners with washers.

4.

6 Penetration test of "B".panel fasteners.

Following are the results:

Sin le Shear Test Sample Number Sample Ident.

Maximum Load Pounds 1

2 3

4 5

6 Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall 2,700 2,790 2, 910 2,850 2,760 2,810 1

2 3

4 5

6 "B" Panel "B" Panel "B" Panel "B" Panel "B" Panel "B" Panel 3,780 2,760 3,146 2,580 2,790 3,020 Page 1 of 2 Pages

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PITTSBURGH TESTING iLABORATORY CSTASLISHCD I ~ SI 850 POPLAR STREET, PITTSBURGH, PA. 15220 FOA~ Aor AIV ~ PC PLEASE REPLY TO:

P. O. SO X 1040 PIT T $5V RG H, P A.

I3230 AS A HVTU*L I IIDTCCTION TO CLICNTS, THC FUSLIC *HD OUSSCLVCS ALL IICFDIITS

RC @V ~ HITTCD AS THC CONFIDCHTIAL FIIOFCIITT OF CLICHTS, AHD AVTHOIIIZATIOH FOC FVSLICATIOH OF STATCHCHTS, CONCLUSIONS OII CXTSACTS FIIOH OH IICCAIIDIHC OVII IICFOIITS I~ SCSCltVCD FCHDIHC OVII WIIITTCH AFFIIOVAL, LABORATORY No. 835968 AREA CODE 4 l2 TELE'PHONE 022-4000 cLIENT's No. P.O.

No.

202267 REPORT ORtrER NO.

PG-21124 March 3, 1983 REPORT OF:

Physical Testing on Fasteners Penetration/Punch Throu h Tests Sample Number Sample Identification Material Thickness Inches Maximum Load Pounds 1

2 3

4 5

6 Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall Ribwall/Shadowall

. 040

. 040 784 850-882 856

,901 824 1

2 3

4 5

6 "B" Panel "B" Panel "B" Panel "B" Panel

,"B" Panel "B" Panel Samples submitted by client for

. 040

. 040 testing.

597 716 724 608 760

,781 PIT URGH NG LA TORY 2

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cc: 3-Client Attn: J.

E.

Regec Earl Gallagher, anager Physical Testing Department

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PokaI 401 SCY.*PC PLEASE REPLY TO.
P. O. DOX 1040 PITTSSUROH, PA. I$220 AS A NUTUAL FSOTCCTIOH TO CLICHTSh THC FUSLIC AND OUSSCLVCSh ALL kCFOSTS ARE SU ~NITTCD AS THC COHFIDCNTIAL FkOFESTY OF CLIENTS, AHD AUTHOklCATIOH FOk FUSLICATIOH OF STATCIICHTS, CONCLUSIONS Ok CXTHACTS FSON Ok RCOASDIHO OUk SCFOSTS IS kCSERVED SEHDINO OUk WSITTCH AFFkOVAL, LABORATORY No.
834682 PITTSBURGH TESTING LABORATORY CSTASLISHED ISSI
$50 POPLAR STREET, PlTTSBURGH, PA. 15220 cuENT s No.
202267 AREA CODE 4 I2 TELEPHONE 022 4000 R E POR'T ORDER No.
PG-21124 January 11, 1983 REPORT OF:
Load Testing on Panel Assemblies Test 8
3 Positive Panel Identification:
.040" Ribwall DEFLECTION READINGS INCHES Load PSF
~Tn S
an 0
5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85
'0 95 100
0. 000
0. 080
0. 158 0.235 0.310 0.385 0.460 0.550
0. 630 0.715
0. 810
0. 910
1. 040
1. 175
l. 330 1.540 1.760 2.130 2.540 3.040 3.280 0.000
0. 064
0. 134
0. 205 0.282 0.352 0.427 0-513 0;608 0.694 0.788 0.885 0.999 1.105 1.240 1.400 1.575 2.131 2.465 3.605 3.830 Comments:
Top span panel starting to buckle between 80 PSF - 85 PSF.
Naximum load 176.9 PSF.
Bottom span fasteners metal pulled then popped.
14 I 4tl Bottom Top I
I Tear InI
'etal Over SUPPortI I
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I(I I'
Fracture Location 11'2"
'I Panel:
.040" Ribwall Test f13 Positive Gilbert and Associates PITTSBURGH TESTING LABORATORY acADE DvI JPM CH'KD. DYI DAvE'2/30/82 DATE:
Location of Buckling OADEA HO PG-21124 tLATE HO 10
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ML17256A709

Text

6.0 ATORY

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