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CSi16�2o�8 1;:2� F4X 25J:9530,3 <br />tiDl-E'1'[FP4:SES <br />TESf PROCE�URE <br />A. INFILI GIASS PAN"cL LOAO: Apply a forCe of 50 pounds x safety factor of 4= 200 pound5 miNmum <br />de�e�'�ontard any otiher damag e�o30 applieAdw th 10 neiamzler glass uction ���� �rmanent <br />6. 70P RAt� CONCEMTUTED UM�: /+7P�Y a mncenVateC load up to the code reqmred minirnum 200 <br />pounds to U�e center of Ihe top rail and Incrtment?IlY reasure deflecti0n up to the maximum load. <br />Release {oad acd Inspect for permanent deflecuon or damaqe. <br />�, CONCEN'f RATED LOAD AT TOP OF �I1U15iEK. �+GG'�Y a concentre[ed �oad up to the code requireQ <br />mmimum 20U pounds [o the top rail at the ba�us[er anG incrementally measu« dzflrct�on uD t�e <br />ma*Imum Icad. P,elease loatl and InSpect fo' Fermanen[ Gefle:.tion or dama9e• <br />D. TOP FA1L UNIFORM LOAD: Appy roncen[ra[ed loads a[ 'h WinLs with a spreader bar (206# <br />minimum total load) N approxcnate unifor�r IwA of i0 po�nGs per Iin2ar fo0t. Inaernentally mea;ure <br />deflectlon a[ the mIA point o( the 2il up to the mirimum taie rcquireC unitorm loatl. Rei2ase load and <br />inspect for permanent defletbon or Gamage. <br />E. CONCENTR4TED LOAD AT Mi0 PO[NT OF TCP ?NL: Apply a c�ncentrooecl 2W poun0 x�afery <br />factor cf 2=�00 P��d �d at tne center of the top iail and measure total defiection. <br />TEST KESULTS <br />A. 1NRLL PANEL 1� — No permanent eflec[ on or v�l5iblle defa'maGonsd app!ied 0 Co 2305, <br />g, RAI� PO[YT LOAD — Zoa�d W�h�i� o��z� �r�a�iot distortion t an�y stru�t�uare�'�a� retumEd to <br />C. PO1NT LOAD TO BAl.USTER - Load appi�ed 0 to 216#, deflectan = 1'h°, bad retumed to <br />ze�o with no observed pe�ranent diStONon W any sUuCture. <br />D. UNIFORM LOAD TO RAIL — LWd applied a[ 'h polnt5, taal load applied 0 to 322k, <br />de(eCUan = 1 7j8" C� center, Icdd retumed to zero vrit� no ohservza <br />pzrmanent distortlon to any Structure. <br />E. 70P RA:L MID POItQT COt�CENTfL41'ED LOAD — 400 # concentr�ted �oad, deflection = 3.0'" <br />GONCLUSIONS <br />requl9remenLs ol Uie I temationalUBuild ng Code2003 edition, ns�ct one 607.7.�1, 1607.7 li1 a�d dl� <br />1607.7.1.2. <br />R � ult u1 itted, <br />r` <br />tiub2R R. Harting, PE <br />Consultlng Engineer <br />3�� <br />