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O <br /> 2001 NASPEC w12004 Supplement . <br /> Project: Aspen Dental Date: 11/1812009 <br /> Model: Zephyrhills, FL Diaphragm Model <br /> 1 <br /> t <br /> R1 R2 <br /> 141.33 ft <br /> Sloped/Partial Loads Case X1 ft W(X1) lb/ft X2 ft W(X2) Iblft <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 inA4 Va = 474.0 lb <br /> Deflection limits: Ratio L/ 120 <br /> Loads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> Flexural and Deflection Check <br /> Mmax M Mpos Bracin (Br <br /> ac} Mpos/ Deflection <br /> Span Ft -Lb auto -Lb 11i Ft -Lb - `(dlatSrc (in) do <br /> enter -n 99 • • . 737.726 9910. . J Full 1343.4 737.726 28904.320 L/0 <br /> Ireq'd = 8376.715 inA4 <br /> Combined Bending and Web Crippling <br /> Reaction or Load Brng Pa Mmax In Stiffen <br /> Pt Load (In) (lb) (Ft -Lb) alue Req'd <br /> R1 26777.4 .0' NA 0.0 NA <br /> R2 24536.6 1.00 2 - .4 NA YES <br /> Combined Bending and Shear <br /> Reaction or Vmax Mmax Va Intr. Intr. <br /> cPt Loa• (Ib) (Ft -Lb) : or VNa M/Ma Unstiffen Stiffen <br /> � 6777.4 0.4 1.0 56.49 ; . r r 191.33 NA <br /> R2 24510.4 1.4 1.00 51.71 1.77 2.76.94 52.77 <br /> Within Span (Unstiffened) <br /> Unpunched Punched <br /> Loc'n X M(X) V(X) Loc'n, X M(X) V(X) <br /> Span (ft) Ft -Lb) (lb) Intr. (ft) (Ft -Lb) (Ib) Intr. <br /> ' enter S• 64.87 9* 461.1 -33.6 • • 40.20 - • 87 991061.1 -33.6 544240.20 <br />