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E 1300-09a <br /> Load (psf) <br /> 5 6 7 8 910 12 15 20 50 70 100 125150 200 <br /> 3500 ---f -. -I-.. } f I I E I 144 <br /> 3000 - — 120 <br /> E 2500 - 2 — 100 <br /> E g ?Om — 90 <br /> 2000 ;�7 •.,� 8 — 80 <br /> ocn 1800 7, , s 3/4Ii_ 7n, co <br /> — 70 c <br /> W1500ihh 1UQ fir,? 7j2 /8ih. — 60 W <br /> 1200iihi ��. in, - — 50 0 <br /> CD <br /> a> i 1 1= <br /> innn 6 •S/7Si.4 n') h0, a <br /> 900 �= n <br /> a800 - in• — 30 u' <br /> c 700 - <br /> Nonfactored Load <br /> .._ 600 - o <br /> o Glass Simply Supported L <br /> En 500 Along Two Parallel Edges 20 a) <br /> cs 400 - Pb=0.008 a0i <br /> — 15 <br /> 1 kPa=20.9 psf <br /> 300 - 3-Second Duration 1 — 12 <br /> 260 = 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 /> 0512 5102050100200500 <br /> ::012 <br /> �I��� ��r __j /� 1.5 <br /> 1 <br /> 20 0.7 <br /> s. <br /> 10 151 FIffrArr' �`� 0.3 O <br /> O 7 <br /> V O I p O O O� U <br /> 5r.O ^O ____��-_�O �O 0.2 <br /> o <br /> 3 <br /> 0.1 <br /> 2 Iv <br /> Deflection versus(Load x L4) <br /> Glass Simply Supported <br /> Along Two Parallel Edges <br /> . 0.04 <br /> al 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 Daze _. <br /> Consulting Structural.Engineers Washington and Oregon <br /> 610 S.W.Alder,Suite 918 Portland,Oregon 97205 <br /> Tel: (503) 226-1286 Fax: (503) 226-3130 Vent PEt4gbf 12 <br /> Innovative Aluminum Systems, Inc. <br />