ML17256A709

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

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

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. 202267

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I IL 'C 850 POPLAR STREET, PlTTSBURGH, PA. 1S220 P. O. SOX IS46 AS A NUTUAL FSOTCCTION TO CLIENTS. THE FUSLIC AND OUIISCLVCS. AI.L kCFOIITS PITTSbURGH, PA. 15250 at+ AL+ AIIC SU ~ NITTCD AS THC CONFIDENTIAL FIIOFEIITT OF CLIENTS, AND AUTHOIIIZATIOH FOll FUEL'ICATIOH OF STATEMENTS, CONCLUSIONS Olt EXTIIACTS FIIDN OH HCGASDIHG

~<SAND <+ OUII SEFOIITS IS SESCIIVCD FCNDIHC OUII WIIITTCN AFFIIOVAL LABORATORY NO. 834682 AREA CODE 412 TEI EPHONE 922 4000 oRDER No. PG-21124 CLIENT'S No. P.O. 202267 REPORT January 11, 1983 REPORT OF: Load Testing on Panel Assemblies TABLE OF CONTENTS Test Description and Summary

2. Gilbert/Commonwealth Test Procedure
3. Sketches
4. Data Positive Pressure Test
5. Data Negative Pressure Test
6. Photographs

DESCRIPTION CORM AOT RtV. PQ

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IO t B5 PITTSBURGH TESTING LABORATORY Sa CSTASLISHCD ISSI Xl PI-EASE REPI Y TO:

t 850 POPLAR STREET, PITTSBURGH, PA. 15220 P. O. BOX ISSS PITTSBVROH, PA. 13230 AS A MUTUAL FROTCCTION TO CLIENTS, THC FUSLIC AHD OURSCLVCS. ALL RCFORTS ARE SUSMITTCD AS THC CONFIDENTIAL FROFERTT OF CLICHTS, AND AUTHORICATIOH FOR FUSLICATION OF STATCMEHTS, CONCLUSIONS OR EXTRACTS FROM OR RCOARDIHO GSANBC OUR RESORTS I ~ RESERVED PCHDIHO OUR WRITTEN AFFROVAL, LABORATORY No. 834682 AREA CODE 412 TELEPHONE 022-4000 ORDER No. PG-21124 OLIgNTg No. P.O. 202267 REPORT January 11, 1983 REPORT OF: Load Testing on Panel Assemblies REPORT TO: 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. 1" Ensulation 2~ Shadowall - .032" thick nominal 3~ B-Panel .030" thick nominal
4. Shadowall .040" thick nominal
5. Ribwall .040"
6. 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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f AS A l4UTUAL I'ROTSCTIOH TO CLICHTS, THC U ~ I.IC AND OURSSLVSS, ALL RSPORTS ARS SUSI4ITTSD AS THC CONfIDSNTIAL fROSSRTY Of CLISHTS, AND AUTHORIZATION PITTSbURGH, PA. 15230 Cc ot E+

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REPORT 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 Panel Initial Maximum Number Identification Bucklin -PSF Load-PSF Comments B-Liner 107 107 Initial Test

.040 Shadowall Buckling occurred Test stopped B-Liner 65-70 112 End Panel Rotated

.032 Shadowall Fracturing Weld for Preventing Rotation B-Liner 70-75 125 Top Section Fractured

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

.032 Shadowall 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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SI PITTSBURGH TESTING LABORATORY s W t IS CSTARLISHCD ISS I PLEASE REPLY TO:

'C S50 POPLAR STREET, P?TTSBURGH, PA. 15220 P. O. BOX ISS6 U el PITTSBURG H, P A. 152$ 0 AS A MUTUAL FROTCCTIOH TO CLICHTSs THC FUSLIC AND OURSCLVCSe ALL RCFORTS C St+ (+ ARC SUSMITTCD AS THC COHFIDCHTIAL FROFCRTT Of CLICHTS. AND AUTHORICATION

~+SANO<" FOR FUSI,ICATION OF STATCMCHTS, COHCLUSIONS OR EXTRACTS FROM OR RCGARDIHG OUR RCI'ORTS IS RCSCRVCD FCNDIHC OUR WRITTCN AFI'ROYAL, LA80RAT0RY No. 834682 AREA CODE 4 I2 TELEPHONE 022.4000 oRDER No. PG-21124 CLtENT'S No. P.O. 202267 REPORT January ll, 1983 REPORT OF: Load Testing on Panel Assemblies B. Test Results Positive (Cont'd)

Test. Panel Initihl Maximum Number Identification Bucklin -PSF 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 Maximum Load Number Identification PSF Comments B-Liner 80 Top Fasteners in B-Liner Pulled

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

.032 Shadowall Through Metal to End

'-Liner .032 Shadowall 80 Same as 1 and 2.

FORM ADT SCV, PO q<STINE f 0 M PITTSBURGH TESTING LABORATORY S OI CSTASLISHKD I SKI PLEASE REPI Y TOI 850 POPLAR STREET, PITTSBURGH, PA. 15220 P. O. SO X I545 AS A MUTUAL PROTCCTION TO CI ICNTSe THC PUSLIC AHD OURSCLVCSo ALL RKI'ORTS PITTSSUROH, PA I5250 SC g+ *RC SUSHITTCD AS THC CONPIDCHTIAL PROPCRTY Of CLICHTS, AHD AUTHORIZATIOH ANO 6 f

fOR PUSLICATION Of STATKHCHTS, CONCLUSIONS OR CXTRACTS RON OR RCOARDIHO OUR RCPORTS IS RKSCRVKD PKNDIHO OUR WRITTCN APPROVAL, LABORATORY No. 834682 AREA CODE 1 I2 TELEPHONE 022.4000 OROER No. PG-21124 CLIENT'S No. P ~ 0. 202267 REPORT 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 o f 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 Light Gage Member to Prevent Free Edge Buckling A

(Typ.)

Free Edge C

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

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

'B'anel Shadowall Negative Pressure Direction Positive A-A (Typ.} 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 ADDITIONAL TESTING

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

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LABORATORY No. 834682 AREA CODE 412 TELEPHONE 022 4000 a CLIENT'S No. 202267 ORDER No. PG-21124 REPORT January 11, 1983 REPORT OF: Load Testing on Panel Assemblies Test $/ 1 Positive Pressure Panel Identification: B-Panel, 1" Insulation .040" Shadowall DEFLECTION READINGS - INCHES Load PSF Bottom S an ~Tn S an 0 0. 000 0. 000 5 =0.117 0. 100 10 0.211 0. 188 15 0.305 0. 275 20 0.405 0. 355 25 0;510 0. 438 30 0.595 0. 505 35 0. 695 0. 587 40 0. 790 0. 663 45 0. 890 0. 758 50 0. 990 0. 860 55 1. 110 0. 950 60 l. 219 l. 040 65 l. 431 1. 245 70 1. 699 1. 280 75 1. 840 1.411 80 Ran Out of 1.580 85 Travel 1.770 90 2.060 Comments: Shadowall panel buckled at 107 PSF Load test stopped at this point.

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LABORATORY No. 834682 AREA CODE 412 TEI EPHONE 022 4000 CLIENT'5 No. 202267 ORDER No. PG-21124 REPORT January ll 1983 REPORT OF: 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 ~Tn I an 0 0. 000 0. 000 5 0. 165 10 0. 255 0. 276 15 0. 343 0. 380 20 0.478 0. 485 25 0.581 0. 580 30 0. 683 0. 675 35 0.803 0. 780 40 0.923 0. 900 45 1.068 l. 045 50 1.101 1.175 55 1.353 1.350 60 1.563 1.580 65 1.826 1.915 70 2.223 2.310 75 3.323 3.350 80 3.523 3.820 85 3.813 4.225 90 4.093 4.520 95 4.393 4.725 100 4.663 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.

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CO a PlTTSBURGH TESTlNG LABORATORY Sasa tSTASLISNSD ISSI PI.EASE REPLY TO:

I4 C 850 POPLAR STREET> P~TTSBURGHa PA 15220 Pe O. DO X 1646 AS A MUTUAL tkOTtCTION TO CLltNTS, TNt tUSLIC AND OUkSCLVSS ~ ALL kttORTS P IT 7SDVR0 H, P A. 16260 ASS L+ Akt SUSNITTSD AS TNC CONI'IDSNTIAL tkOttkTT OI'LISHTS, AND AUTNOSIIATION

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0. 180

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0. 308 15 0.428 0. 418 20 0. 530 0. 532 25 0. 622 0. 635 30 0. 729 0. 742 35 0. 844 0. 875 40 0. 978 1. 020 45 1. 020 l. 170 50 1.150 1. 350 55 1.298 1. 555 60 1.540 1. 825 65 1.870 2. 125 70 2.340 2. 650 75 3.350 3.250

,80 3.470 3.565 85 3.830 3.900 90 4.110 4.160 95 4.510 4.800 100 Gauges Removed 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 Bottom Top T

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I Location I r Fracture

,/lI f(I

'IIl i I 61" ll'2" I I

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' ~ eADC F'ITTSBURGH TESTING LABORATORY DT: JPM DATcl OIIDCK NO.

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0 T AS A NUTUAI. FSOTCCTIOH TO CLICNTS, THC FUSLIC AND OUSSCLVCS ~ ALL SCFOSTS PIT TSDURGH, PA. IS220 C 1+1 ~~ AIIC SVSNITTCD AS THC CONFIDCHTIAL FSOFCSTT OF CLICHTS, AND AVTHOSIZATIOH

<SANG< FOII FUSLICATION OF STATCNCHTS, CONCLUSIONS Oll CXTSACT ~ FIION OS SCOASDINO OVII SCFOSTS IS SCSCSVCD FtNDIHO OVS WSIITCH AFFSOVAL, LABORATORY No. 834682 AREA CODE 4 lt TELEPHONE 022-4000 CLIENT'S No. 202267 ORDER No. PG-21124 REPORT 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 0.000 0. 000 5 0.148 0. 145 10 0.280 0. 290 15 0.390 0.380 20 0.515 0. 495 25 0. 620 0. 592 30 0.725 0. 685 35 0.855 0. 810 40 0.978 0. 938 45 1.130 1. 085 50 1.285 1. 235 55 1.423 1. 405 60 65 1.623 l. 635 1.902 1.885 70 2.420 2.265 75 3.390 3.545 80 3.565 3.785 85 3.887 4.120 90 4.000 4.330 Dial Gauges Removed 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 1 I 7

l 11 s 2tt Panel: .032" Shadowall 1" Insulation B-Panel GILBERT & ASSOCIATES Test 83 Positive PITTSBURGH TESTING LABORATORY OIIDCII NO oaAoc ar: JPM cAi*:12/27/82 PG-21124 CH'KD 0>:

~ DATC:

PLATC NO Location of Buckling

90

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20 PANEL 'IDENT..

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CSTASLISHCD ISSI PLEASE REI'LY TO:

650 POPLAR STREET, PITTSBURGH, PA. 15220 P O. 6OX ISSS ar t a AS A NUTUAL SAOTCCTIOH TO CLICNTS. THC SUSLIC AHD OU1SCLVCS, ALL HCPOSTS PITTSDUROH> PA. 13230 c sa+ g+ A1C SU ~ NITTCD AS THC CONI'IDCNTIAL SSDPCATY OIP CLICHTS. AHD AUTHORIZATION SOS SUSLICATIOH OT STATCIaCHTS, CONCLUSIONS 01 CXTRACTS TSOIa 01 IIKOAIIDIHO RS A'Ns C OUR SCPOSTS IS RCSCSVCD PCHDIHC OU1 WHITTCN ASSSOVAL.

LABORATORY No. 834682 AREA CODE 412 TELEPHONE 022 4000 ORDER No. PG-21124 CLlENT'S No. 202267 REPORT January ll, 1983 REPORT OF: Load Testing on Panel Assemblies Test 8 1 Positive Panel Identification: .040" Shadowall DEFLECTION READINGS - INCHES Load PSF Bottom S an ~Tn S an 0 0. 000 0. 000 5 0. 068 0. 062 10 0. 162 0. 147 15 0. 242 0. 215 20 0. 320 0. 290 25 0. 395 0. 347 30 0. 466 0. 400 35 0. 540 0. 460 40 0. 623 0. 531 45 0. 705 0. 600 50 0. 795 0. 678 55 0. 915 0. 770 60 1.200 0.850*

65 2.120 0.850*

70 2.705 2.150 75 3. 250 3. 630 80 4. 015 3.830 85 4.338 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 DAvc: 12/28/82 PG-21124 CH'KD. DY( DATC:

P( ATC HD.

Location of Buckling

90 P I I P I

P

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60 I I I I I

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t 850 POPLAR STREET, PITTSBURGH, PA. 15220 P. O. EOX ISAS 2

\ al 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 t'es AIIOCW tOH tUSLICATIOK Ot STATSHCKTS. CONCLUSIONS Oll CSTIIACTS tSOH Oll SSOAIIDINQ OUS IICtOIITS IS SSSSIIVSD tSKDIHO OVS WIIITTSH AttlIOVAL, LABORATORY No. 834682 AREA CODE 412 TELEPHONE 922.4000 202267 ORDER No. PG-21124 CLIENT'S No.

REPORT 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 0. 000 0. 000 5 0. 085 0. 068 10 0.175 0. 152 15 0.258 0. 230 20 0.322 0. 300'.

25 0.382 375 30 0.446 0. 448 35 0.512 0. 528 40 0.580 0. 606 45 0. 648 0. 695 50 0. 720 0. 783 55 0.805 0. 960*

60 1.020 0. 960*

65 2. 40 0. 990*

70 3. 100 1.130*

75 4.35 3.360 80 4.640 3.660 85 5.000 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 tt 1aT1 I Panel: .040" Shadowall Test 82 Positive GILBERT & ASSOCIATES PITTSBURGH TESTING LABORATORY OllDE II NO ~

~*DE DVI JPg D~Tcl 12/28/82 PG-21124 CH'KD DYI DATCl Fl ATC HO Location of Buckling

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~

II ASS SUSHITTSD AS THC COMFIDSHTIAL PSOFSSTV OF CLISHTS, AHD AUTHOSIZATION

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LABoRAToRY No. 834682 AREA CODE 4 I2 TELEPHONE 022-4000 202267 ORDER No. PG-21124 CLIENT'S No.

REPORT 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 0. 000 0. 000 5 -0. 080 0. 071 10 0. 158 0. 143 15 0. 225 0. 208 20 0. 282 0. 272 25 0. 335 0.333 30 0. 397 0.404 35 0.465 0.485 40 0. 530 0. 564 45 0. 597 0. 653 50 0. 650 0. 747 55 0. 715 0. 870 60 0. 810 1. 070 65 2. 29 0.980*

70 2. 57 1.000*

75 3. 94 2.195 80 4. 15 4.890 85 4.48 4.990 90 4.59 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

, I I ~

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Panel: .040" Shadowall Test $/3 Positive GILBERT & ASSOCIATES PITTSBURGH TESTING LABORATORY DIIDEK NO.

~ IADC DV: JPM DATcI 12/28/82 PG-21124 CH'KD, DVI DATC:

PLATC NO Location of Buckling

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IL r d50 POPLAR STREET, PITTSBURGH, PA. 'I5220 P. O. box 15S5 I PITTSbVRGII PA.

r0 r ar AS A HUTVAL FSOTKCTION TO CLICHTS, THC FUSLIC AHD OVIISCLVKS, ALL RKSORTS ~ 15250 ASK SVSNITTKD AS THC COHFIDCHTIAL FSOFKIITT Of CLICHTS, AND AUTHORIZATION f

NOH FUSLICATION Of ST*TCHCNTS. CONCLUSIONS OII CKTSACTS SON OS SKGASDINO SRSANOC~

f OUR SKSOSTS IS SKSKSVKD CMDIHG OUR WIIITTKM AFFIIOYAL.

LABORATORY No. 834682 AREA CODE A'l2 TELEPHONE 022.A000 ORDER No. PG-21124 CLIENT'S No, 202267 REPORT 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 0. 000 0. 000 5 0. 099 0. 067 10 0. 170 0.140 15 0. 240 0.205 20 0. 320 0. 288 25 0. 410 0. 370 30 0. 480 0. 445 35 0. 550 0. 528 40 0. 640 0. 631 45 0. 735 0. 730 50 0. 830 0. 840 55 0. 940 0. 948 60 l. 050 1. 080 65 1. 200 1.220 70 1.385 1.415 75 1.580 1.650 80 1.930 2.070 85 2.350 2.435 90 2. 740 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 6

I

>(l I I l)l I

.I Location of Fracture Panel: .040" Ribwall Test //1 Positive GILBERT & ASSOCIATES

' NADL SVl PlTTSBURGH TESTlNG LABORATORY JPM DAvc 12/29/82 OllDEll NO, CHiKD, SV:

PG-21124 PLAVC NO, Location of Buckling

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PIT TSDVROH, PA. I5250 LABORATORY No. 834682 AREA CODE S I2 TELEPHONE 022.4000 202267 ORDER No. PG-21124 CLIENT'S No.

REPORT January 11, 1983 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 0. 000 0. 000 5 0.090 0. 075 10 0.165 0. 147 15 0.228 0. 216 20 0.302 0. 292 25 0.380 0. 371 30 0.460 0. 448 35 =-

0.545 0. 529 40 0.632 0. 625 45 0.725 0. 722 50 0.820 0. 822 55 0.922 0. 931 60 1. 040 1. 048 65 1.190 l. 179 70 1.370 1. 350 75 1. 560 1.560 80 l. 770 l."785 85 2.170 2.110 90 2.690 2.540 95 3.030 2.935 100 3.320 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 GILBERT & ASSOCIATES Test I2 Positive PlTTSBURGH TESTlNG LABORATORY ONDCN NO

~ eADC OV DATc: 12/29/82 PG-21124 CN'XO ~ SV( DATC:

PLATC NO Location of Buckling

~ ~

k I

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TEST HO.;

PANEL IDENT.:

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650 POPLAR STREET, PITTSBURGH, PA. 'I5220 P. O. bOX ISIS AS A NUTUAI. SSOTCCTION TO CLICNTS, THC I'USLIC AHD OUSSCLVCS. ALL kCFOSTS PITTSbUROH, PAa 1$ 2$ 0

+ ASC SVSNITICD AS THC CONFIDCHTIAL fkofCSTT Of CLICNTS, AHD AUTHORIZATION C

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LABORATORY No. 834682 AREA CODE AI2 TEI.EI'HONE 022.4000 oRDER No. PG-21124 Cl IENT'8 No. 202267 REPORT January 11, 1983 REPORT OF: Load Testing on Panel Assemblies I

Test $/ 3 Positive Panel Identification: .040" Ribwall DEFLECTION "READINGS INCHES Load PSF ~Tn S an 0 0.000 0. 000 5 0.080 0. 064 10 0.158 0. 134 15 0.235 0. 205 20 0.310 0. 282 25 0.385 0. 352 30 0.460 0.427 35 0.550 0.513 40 0.630 0.608 45 0.?15 0.694 50 0.810 0.788 55 0.910 0.885 60 1.040 0.999 65 1.175 1.105 70 1.330 1.240 75 1.540 1.400 80 1.760 1.575 85 2.130 2.131 90 2.540 2.465 95 3.040 3.605 100 3.280 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 ii Fracture Location Bottom Tear Metal Over I

Inl

I Supportl~',

ll I'r

':I' I

Top 11 I 2ll Panel: .040" Ribwall Test f/3'Positive Gilbert and Associates

' PITTSBURGH TESTING LABORATORY AIADc Drl JPM 12/30/82 OIIDCK NO, PG-21124 CH'KD %T'ATCl DATc:

tI*TE NO Location of Buckling 10

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850 POPLAR STREET, PITTSBURGH, PA. 'I5220 P. O. bOX 1444 AS A HUTU*L fSOTCCTIOH TO CLICHTS, THC PUSLIC AND OUSSCLVCS, ALL IICI'OIITS PIT T SDUROH, P A. 1$ 2$ 0 ac vC

~C AL yx+ ASC SUSHITTCD AS THC COHfIDCHTIAL PIIOfCATV OC CLICNTS, AND AUTHOSIZATION

~<SARD< f f fOII I'USLIC*TIOH OI'TATCHCHTS. COHCLUSIOHS OII CXTSACTS SOH OII HCOAIIDINO OUS SCSOIITS IS SCSCIIVCD CHDIHO OUR WIIITTCN AI'fIIOVAL.

LABORATORY No. 834682 AREA CODE 412 TELEPHONE 022.4000 ORDER No. PG-21124 cuENT's No. 202267 REPORT 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 0. 000 0. 000 5 0. 285 0. 330 10 0. 528 0. 650 15 0.700 0. 910 20 0.899 1.290 25 1.128 1.470 30 1.450 1. 620 35 1.640 1. 870 40 1.990 2.100 45 2.218 2.390 50 2.403 2.550 Comments: Panel indicated by sound buckling of Shadowall at 60 PSF. Maximum Load 80 PSF top Fasteners tore at top through metal.

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650 POPLAR STREET, PITTSBURGH, PA. 15220 P. O. IIOX ISIS a AS A MUTUAL PSOTKCTIOH 'TO CLICNTS ~ THK PUSLIC AND OVltSCLVCS, ALL IICPOSTS PITTSIIURQH, PA. I5250 0 SL+ L+ ASC SVSNITTCD AS THC COHFIDCHTIAL PSOPCSTV OP CLICHTS, AND AUTHOSIKATIOH

~+SANO<+ FOlt PUSLICATION OF STATCNCNTS, CONCLUSIONS Olt CXTSACTS FSOH Olt ItCOASDIHO OUlt SCPOSTS I ~ ltKSCIIVCD PCHDIHC OUS WKITTCH APPltOVAL, LABORATORY No. 834682 AREA COOE SIC TELEPHONE 025-4000 ORDER No. PG-21124 CLIENT"S'No. 202267 REPOR'7 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 0. 000 0. 000 5 0. 202 0. 285 10 0. 510 0. 565 15 0. 770 0. 750 20 l. 171 0. 990 25 l. 429 1. 220 30 1. 814 1.475 35 2. 129 1.695 40 2. 440 1.945 45 2. 694 2.190 50 2. 930 2.400 Comments: Popping heard at 50 PSF. Maximum Load 95 PSF top fasteners tore through and panel then fractured.

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SaSl CS'T*SI.IS'KCD ISSI PLEASE REPI.Y TO:

B50 POPLAR STREET, PlTTSBURGH, PA. 15220 p. o. box lese L CI PITTSbURGH. PA. IS230 AS A HUTUAL tSOTCCTION TO CLICNTS, THC tVSLIC AND OVSSCLVCS, ALI. IICtOSTS ASC SUSHITTCO AS TNC COHfIDCHTIAL tSOSCIITT Of CLICNTS, AND AVTNDSICATIOH

~+SARG C+ f fOII tUSLICATIOH Of STATCKCHTS, COHCLUSIOHS OS CXTSACTS SON OII SCGAltDIHD OVlt IICtOIITS IS IICSCIIVCD tCHDIHG OVII WSITTCH AttSOVAL.

LABoRAToRY No. 834682 AREA CODE 4 I2 TELEPHONE 922 A000 202267 ORDER NO. PG-21124 CLIENT'S No.

REPORT January 11, 1983 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 0. 000 0. 000 5 0.173 0. 245 10 0. 417 0. 580 15 0. 643 0. 800 20 0. 870 1. 080 25 1.085 1.410 30 1.248 1.660 35 1.440 1.920 40 1.605 2.190

, 45 1.807 2.430 50 2. 015 2.570 55 2. 165 2.700 Comments: Popping at 50 PSF. Maximum load 80 PSF top fasteners tore to edge of metal then metal pulled off of girt.

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

LABORATORY No. 834682 AREA CODE 412 TELEPHONE 022 4000 202267 ORDER No. PG-21124 CLIENT'S No.

REPORT January ll, 1983 REPORT OF: Load Testing on Panel Assemblies Test fJ 1 - Negative Panel Identification: .040" Shadowall DEFLECTION READINGS INCHES Load PSF ~Tn S an 0 0. 000 0. 000 5 0. 080 0.105 10 0. 170 0.210 15 0. 265 0.318 20 0.365 0.435 25 0.499 0. 500 30 0. 545 0. 665 35 0. 640 0. 775 40 0. 745 0. 900 45 0..835 1. 005 50 0.930 1. 110 55 1.030 l. 235 60 1.150 1.355 65 1.240 1.460 70 1.395 1. 630 Comments: At 72 PSF Panel at center girt pulled away from fasteners. At 92 PSF top end panel pulled away from fasteners.

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~c t Akt SVSHITTCD At THC CONFIDCHTIAL FIIOFCIITY OF CLIKNTS, AND AUTHOIIIZATION FOlt I'USLICATIOM OF STATCHCNTS, CONCLUSIONS Olt CXTItACTS FSON Olt IICOASDINO

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LABORATORY No. 834682 AREA CODE 4 I2 TELEPHONE 022 4000 ORDER No. PG-21124 cI IENT's No. 202267 REPORT 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 0. 000 0. 000 5 0. 000 0. 102 10 0. 195 0. 215 15 0. 298 0. 325 20 0. 415 0. 445 25 0. 520 0. 575 30 0. 610 0. 695 35 0. 709 0. 795 40 0. 808 0. 900 45 0. 915 1. 015 50 1.030 1.135 55 1. 115 1.235 60 1. 195 1.355 65 1.310 1.490 At 67 PSF Panel at center girt pulled away from fasteners.

At 92 PSF end top panel pulled away.

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'C B50 POPLAR STREET, P1TTSBURGH, PA. 15220 P. O. bOX ISS6 aI I) PITTSbURGH, PA. 16230 AS A NU'IVAL FSOTCCTIOH TO CLItNTSa THt FUSLIC AHD OUCSCLVCS ~ ALL SCFOIITS C aI+6L+ ASC SUSNITTCD AS THt COHFIDCHTIAI FIIOFCIITT OF CLICHTS, AHD AVTHOIUCATION

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LABORATORY No. 834682 AREA CODE 6 I2 TELEPHONE 922-SOOO ORDER No. PG-21124 cLIENT's No. 202267 REPORT January 11, 1983 REPORT OF: Load Testing on Panel Assemb3.ies Test f/ 3 Negative Panel Identification: .040" Shadowall DEFLECTION READINGS - INCHES Load PSF ~Tn I an 0 0. 000 0. 000 5 0. 092 0. 120 10 0. 191 0. 225 15 0. 285 0.330 20 0. 375 0.422 25 0. 460 0. 530 30 0. 650 0. 650 35 0. 735 0. 720 40 0. 810 0. 820 45 0. 915 0. 930 50 1. 010 1. 030 55 1. 105 1. 130 60 1. 150 1. 230 65 1.210 1.335

1. 330 1. 465 Comments: At 74 PSF Panel at center girt pulled off and at 91 PSF Top Panel pulled off.

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At 115 PSF end top panel pulled from fasteners.

I

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Allbee CL A

0 t '4 L a) 650 POPLAR STREET, PITTSBURGH, PA. 15220 AS A NUTUAL fhOTCCTIOH TO CLICNTS, THC FUSLIC AHD OURStLVCS, ALL IICSORTS ARL SU ~ HITTCD *5 THC COHflDCNTIAL FROfthl'T Of CLltNTS, AHD AUTHORIZATIOH P. O. bOX I045 PITTSbURQH, PA. IS230 4'AS fOR fUSLICATION Of STATCHCNTS, CONCLUSIOHS Oh CXTRACTS ThON OR htOA'RDINO OUR RCFORTS I ~ RCSCRVCD FCHDIHO OUR WRITTCN AFF ROYAL, LABORATORY No. 834682 AREA CODE 4'l2 TELEPHONE 022-4000 ORDER NO. PG-21124 CuENT S No. 202267

'REPORT 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 0. 000 0. 000 5 0. 080 0. 085 10 0. 200 0. 207 15 0. 340 0. 347 20 0.450 0. 456 25 0. 560 0. 572 30 0. 660 0. 685 35 0. 775 0. 800 40 0. 890 0. 930 45, 0. 985 1. 038 50 l. 090 1.150 55 1. 180 1.245 60 l. 290 1.362 65 1. 380 1.470 70 1. 500 1.600 75 1. 620 1.730 80 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.

4

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t C 850 POPLAR STREET, PITTSBURGH, PA. 15220 P O. bOX l444 AS A MUTUAL tIIOTCCTION TO CLICNTSe THC tUSLIC AHD OVIISCLVCSa ALL IICtOIITS PI T T 5b U RQ H. P A. I $ 220 an C I,4L+ ASC SV SNITTCD AS THC CONFIDCNTIAL FSOFCSTT OF CLICHTS. AHD AUTHOSIZATIOH

~<SAHOC~ Foll tvsLICATION OF CTATclacHTs, coNcLvsloHs oil cxTCAcTs FRDN oil HCDASDINO OVII SCtOIITS I ~ IICSCSVCD tCNDIHO OUS WIIITTCH AFFIIOVAL.

LABORATORY No. 834682 AREA COPE A!2 TELEPHONE 022 4000 202267 ORDER No. PG-21124 CLIENT'S No, R E PORT 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 0. 000 0. 000 5 0.118 0. 085 10 0.238 0. 210 15 0.370 0. 342 20 0.485 0. 460 25 0.599 0. 570 30 0.690 0. 670 35 0.775 0. 775 40 0. 870 0. 892 45 0.970 1. 010 50 1.060 1.115 55 1.150 1. 225 60 1.245 1.335 65 1.365 1.475 70 1.485 1.620 75 1.610 1.760 80 1.730 1.895 85 90 95 100 105 110 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.

'I

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

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

'Photo g3 B-Liner .

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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

Ill 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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f Photo $ 17 Test g3

.040 Shadowall

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.040 Ribwall

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.040 Ribwall End Fracture A

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.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

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  • NUTUAL PROTCCTION TO CLICHTS, THC PUSLIC AHD OURSCLVCS, ALL RCPORTS C PCS L+ ARC SVSNITTCD AS THC CONPIDCHTIAL PROPCRTT OP CLICHTS, AHD AVTHORIZATIOH

~+SAXO<+ ~ OR PV ~ I.ICATIOH OP STATCNCNTS. CONCLUSIONS OR CCTRACTS PRON OR RCOARDIHD OUR SCPORTS IS RCSCRVCD PCNDIND OUR WRITTCH APPROVAL, LA80RAT0RY No. 835968 AREA CODE AI2 TELEPHONE 022 4000 oRDER No. PG-21124 GLIENT's No.P ~ 0. No. 202267 REPORT March 3, 1983 REPORT OF:

TO'hysical Testing on Fasteners REPORT 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 Sample Maximum Load Number Ident. Pounds 1 Ribwall/Shadowall 2,700 2 Ribwall/Shadowall 2,790 3 Ribwall/Shadowall 2, 910 4 Ribwall/Shadowall 2,850 5 Ribwall/Shadowall 2,760 6 Ribwall/Shadowall 2,810 1 "B" Panel 3,780 2 "B" Panel 2,760 3 "B" Panel 3,146 4 "B" Panel 2,580 5 "B" Panel 2,790 6 "B" Panel 3,020 Page 1 of 2 Pages

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'c 850 POPLAR STREET, PITTSBURGH, PA. 15220 P. O. SO X 1040 AS A HVTU*L I IIDTCCTION TO CLICNTS, THC FUSLIC *HD OUSSCLVCS ALL IICFDIITS PIT T $ 5V RG H, P A. I 3230 SSS L+ *RC @V ~ HITTCD AS THC CONFIDCHTIAL FIIOFCIITT OF CLICHTS, AHD AVTHOIIIZATIOH

<EAHO< 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 ORtrER NO. PG-21124 REPORT March 3, 1983 REPORT OF: Physical Testing on Fasteners Penetration/Punch Throu h Tests Sample Sample Material Thickness Maximum Load Number Identification Inches Pounds 1 Ribwall/Shadowall . 040 784 2 Ribwall/Shadowall . 040 850-3 Ribwall/Shadowall . 040 882 4 Ribwall/Shadowall . 040 856 5 Ribwall/Shadowall . 040 ,901 6 Ribwall/Shadowall . 040 824 1 "B" Panel . 040 597 2 "B" Panel . 040 716 3 "B" Panel . 040 724 4 "B" Panel . 040 608 5 ,"B" Panel . 040 760 6 "B" Panel . 040 ,781 Samples submitted by client for testing.

PIT URGH NG LA TORY Earl Gallagher, anager cc: 3-Client Physical Testing Department Attn: J.

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In t 'C $ 50 POPLAR STREET, PlTTSBURGH, PA. 15220 P. O. DOX 1040 t AMIDIC~ AS A NUTUAL FSOTCCTIOH TO CLICHTSh THC FUSLIC AND OUSSCLVCSh ALL kCFOSTS PITTSSUROH, PA. I$ 220 ARE SU ~ NITTCD AS THC COHFIDCNTIAL FkOFESTY OF CLIENTS, AHD AUTHOklCATIOH I'4S FOk FUSLICATIOH OF STATCIICHTS, CONCLUSIONS Ok CXTHACTS FSON Ok RCOASDIHO OUk SCFOSTS IS kCSERVED SEHDINO OUk WSITTCH AFFkOVAL, LABORATORY No. 834682 AREA CODE 4 I2 TELEPHONE 022 4000 ORDER No. PG-21124 cuENT s No. 202267 RE POR'T 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 0. 000 0.000 5 0. 080 0. 064 10 0. 158 0. 134 15 0.235 0. 205 20 0.310 0.282 25 0.385 0.352 30 0.460 0.427 35 0.550 0-513 40 0. 630 0;608 45 0.715 0.694 50 0. 810 0.788 55 0. 910 0.885 60 1. 040 0.999 65 1. 175 1.105 70 l. 330 1.240 75 1.540 1.400 80 1.760 1.575 85 '0 2.130 2.131 2.540 2.465 95 3.040 3.605 100 3.280 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 Tear InI

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Fracture Location 11'2"

'I Panel: .040" Ribwall Test f13 Positive Gilbert and Associates

' acADE PITTSBURGH TESTING LABORATORY DvI JPM OADEA HO DAvE'2/30/82 PG-21124 CH'KD. DYI DATE:

tLATE HO Location of Buckling 10

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