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tau,' E 1300 -09a <br /> Load (psf) <br /> 5 6 7 8 910 12 15 20 50 70 100 125150 2001 <br /> 44 <br /> 3500 - ! I , I — I I I I I I <br /> 3000 - — 120 <br /> E 2500 - 2 „ — 100 <br /> E 7,-, � —.. — — 90 <br /> 2000 0 -0• /z 8, — 80 <br /> 0 1800 123 �m S 3iq iti. — 70 <br /> w1500 �1Q3n� �� 1j2•�8�n — 60 w <br /> 1200 m �n — 50 a) <br /> p lnnn 6 t 5j1�;.,• n� 40 Q <br /> au- 900 jig. a. <br /> z 800 - �� — 30 <br /> c 700 - c <br /> Nonfactored Load <br /> 0 600 - o <br /> Glass Simply Supported ' r <br /> th 500 Along Two Parallel Edges]} 20 . <br /> aci 400 - Pb=0.008 — 15 <br /> —i 1kPa=20.9psf I <br /> 300 - 3-Second Duration — 12 <br /> 260 -1- ' 10 <br /> 0.25 0.5 0.75 1 1.5 2 3 4 5 7 10 <br /> Load (kPa) <br /> Load x L4(kip•ft2) [L Denotes Length of Unsupported Edges] <br /> 0.2 0.5 1 2 5 10 20 50 100 200 500 <br /> milErAFAr <br /> 50 Arm 1.5 <br /> 30 111WArAll <br /> 1 <br /> 20 <br /> 0.7 <br /> E io 4 ,,,FA,,,,,,A <br /> '7-.0r0T-). <br /> 0.3 <br /> �� O O O O • :• <br /> F7 5 O�! ,:O .ti ,O �0,Ar N <br /> 0.2 N <br /> 0 <br /> 0 <br /> 3 <br /> 0.1 CS <br /> p Fir,ZA r <br /> Deflection versus(Load x L') <br /> Glass Simply Supported <br /> 'Along Two Parallel Edges <br /> je <br /> 1 • 0.04 <br /> 0.1 C.2 0.5 2 5 10 2C 50 100 250 <br /> Load x L4(kN•m2)[L Denotes Length of Unsupported Edges] <br /> FIG.A1.25(upper chart) Non-Factored Load Chart for Glass Simply Supported Along Two Parallel Edges <br /> (lower chart) Deflection Chart for Glass Simply Supported Along Two Parallel Edges <br /> Project Job no. <br /> James G. Pierson, Inc. Innovative Glass Railing System <br /> Location ° <br /> Consulting Structural Engineers 3/30/20 <br /> Washington and Oregon <br /> 610 S.W.Alder,Suite 918 Portland,Oregon 97205 <br /> Tel: (503) 226-1286 Fax: (503) 226-3130 Cl1ent P t4(bf 12 <br /> Innovative Aluminum Systems, Inc. <br />