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ltr E 1300—09a <br /> Load(psf) <br /> 5 6 7 8 910 12 15 20 50 70 100 125150 200 <br /> 3500 11 I I I I I If 1144 <br /> 3000 - — 120 <br /> E 2500 - • — 100 <br /> 19 O fi — 90 c <br /> 2000 18, On7� 07 >/8 — 80 N <br /> N 1800 - 10 47/27 3/4.. ih . — 70 0 <br /> •W 1500 1p� ant 1j2 8'r)- — 60 W <br /> -. hi /n <br /> ID <br /> y 1200 �'?? m 3/y. — 50 <br /> 8. loon 6 S/16,' ? 10 O <br /> 800 1' 7/q, \ Q <br /> N 800 �n 30 N <br /> c 700 - D <br /> D Nonfactored Load w <br /> 0 600 - o <br /> Glass Simply Supported r <br /> 500 Along Two Parallel Edges — 20 rn <br /> g 400 - Pb=0.008 — 15 <br /> 1 kPa=20.9 psf <br /> 300 - 3-Second Duration — 12 <br /> 260 - 1 11 11 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 /> 501. . 1 I I 1 1 2 . <br /> — 1.5 <br /> 30 <br /> — 1 <br /> 20 - <br /> — 0.7 <br /> . [ 67 O'. `t C. v `t1 0' — n <br /> E 10 - ,a h4 "ice ` h� ^t' '.--. <br /> p 7 F .F F� / �`c tc�F� — 0.3 O <br /> F <br /> 5 4> �. �� �`O .°j 4,)/ 0.2 <br /> 4-6 <br /> a) <br /> 0 <br /> 3 - . <br /> — 0.1 <br /> 2 <br /> Deflection versus(Load x L4) <br /> Glass Simply Supported <br /> Along Two Parallel Edges <br /> 1 ' ' 0.04 <br /> 0.1 0.2 0.5 1 2 5 10 20 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 /> Consulting Structural Engineers LocationDate 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 tent P t4(bf 12 <br /> Innovative Aluminum Systems, Inc. <br />