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Page 1/2 O <br /> P. <br /> 2001 NASPEC w12004 Supplement <br /> Project: Aspen Zephryhiils, FL Date: 11/19/2009 <br /> Model: Studs LC1 e- -a, . © tee. <br /> P1 ea -1ST• 5 1 1.- s P C <br /> It <br /> . <br /> ,a� x c �' f t �" n e " g ' t 2�t f l �� � <br /> Rr .. i Y .))1 41-T47,,,, ,f�. b t'.r f„ i x . .� , yi t S. I , s; n• i g `.�` / , "`�`� s r . k, 1 .f Unit' Ld <br /> . .14 0 ° = y 404. I44 , � -s .( C S R " ! r?' 4 g9"t`e t f� ? k * T.,iq �y{ t� } W4 1:4 <br /> ..a � >.. c�a:...ri .K -.�' tittw ... i¢ J .. :K. ., � i .,.t- Y.Y/.rv�,.tr`. - r . T' �' lblft <br /> II -{ - x • <br /> ` R1 I p2 <br /> 3.25 It 5.00 ft 6.67 ft <br /> I <br /> Point Loads P1 tn) J n.� ` <br /> Load(lb) 210 , _ f Q , <br /> X- Dist.(ft) 0.00 i� <br /> Sloped /Partial Loads Case X1 ft W(X1) lb/ft X2 ft W(X2) Iblft <br /> 1 8.25 40.7 14.92 40.7 <br /> Section : 600S162 -43 Single C Stud (X -X Axis) Fy = 33.0 ksi <br /> Maxo = 1390.0 Ft -Lb Moment of inertia, I = 2.316 in ^4 Va = 1415.7 lb <br /> Deflection limits: Ratio U240 <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 Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection <br /> ' Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio <br /> Left Cantilever 901.7 0.649 685.2 Full 1390.0 0.493 0.306 L/255 <br /> Center Span 1828.5 1.316 1558.9 72 1027.8 1.517 0.100 U602 <br /> Right Cantilever 1828.5 1.316 1167:4 Full 1390.0 0.840 1.119 L/143 <br /> • Ireq'd = 3.885 In ^4 <br /> Combined Bending and Web Crippling <br /> Reaction or Load Bmg Pa Pn Mmax . Intr. Stiffen <br /> Pt Load P(Ib) (In) (lb) (lb) (Ft -Lb) Value Req'd ? <br /> R1 263.3 1.00 553.3 913.0 901.7 0.65 No <br /> R2 837.4 1.00 553.3 913.0 1828.5 1.62 YES <br /> P1 210.0 1.50 295.3 516.8 0.0 0.37 No <br /> Combined Bending and Shear <br /> Reaction or Vmax Mmax Va <br /> Intr. Intr. <br /> Pt Load (lb) (Ft -Lb) Factor V/Va MIMa Unstiffen Stiffen <br /> R1 344.9 901.7 1.00 0.24 0.65 0.48 NA <br /> R2 548.3 1828.5 1.00 0.39 1.32 1.88 NA <br /> PI 210.1 0.0 1.00 0.15 0.00 0.02 NA <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) (lb) Intr. <br /> Left Cantilever 3.25 -901.7 -344.9 0.48 3.25 -901.7 -344.9 0.50 <br /> • <br />