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s O <br /> 2001 NASPEC w!2004 Supplement <br /> Project Aspen Dental Date: 11/18/2009 <br /> Model: Zephyrhills, FL Diaphragm Model <br /> t <br /> R1 R2 <br /> 141.33 ft <br /> Sloped /Partial Loads Case X1 ft W(X1) lb /ft X2 ft W(X2) Ib /ft <br /> 1 0.00 301.4 34.00 301.4 <br /> 2 34.00 537.0 71.00 537.0 <br /> 3 71.00 301.4 141.33 301.4 <br /> Section : 800S200 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi <br /> Maxo = 1343.4 Ft -Lb Moment of Inertia, I = 4.096 in"4 Va = 474.0 Ib <br /> Deflection limits: Ratio L/ 120 <br /> Shear <br /> 26777.4 lb <br /> � <' o z <br /> c r+. D <br /> 0.0 <br /> 00 1.33 <br /> - 24510.4 Ib <br />