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• Page 1/2 O <br /> 2001 NASPEC w(2004 Supplement <br /> Protect: Aspen Zephryhiils, FL Date: 11119/2009 <br /> Model: Studs LC2 Z\ d - e- _ <br /> P1 ,.tST - <br /> `I' s ' ,, ci 1...--,, s c- 2. t2 a _ c , <br /> T <br /> '#t ; r , 5 4 if < sy . z . '�„ ^`„5�eiz ,, L t ,rr `,,: ,,, 4d ? T,r u e -.. s <br /> �', h 3' "F" '{?ttf .,r : �i +m '�ir.F C < "'u 7 . 0 , L ?, K , � � !" .�' ii a yn r ,, <br /> pp � t � S. r n- 'C.r!''S S.3i` �a.� 4 <c r .,� ' , ����� i R � fu>:H'f � � <br /> s7 , w ' +�.. f `� +n h'sv'f1 t � -5`� Lid Lid Ld <br /> 8: .... r. g. A . ...r R ,w?.;::f,�.>.ur ., 1 E G '8 .�f.':.,:�-`- ""�•�r. -.�'. � k: �> # y; ,i#' ,J , k a ,1 T y}, 04, Y <br /> ai on <br /> R1 R2 <br /> 3.25 ft 5.00 ft 6.67 ft <br /> ' Point Loads P1 <br /> Load(Ib) 191 <br /> X- Dist.(ft) 0.00 <br /> Sloped/Partial Loads Case X1 ft W(X1) lb /ft X2 ft W(X2) Ib/ft <br /> 1 8.25 44.4 14.92 44.1 <br /> Section : 600S162 -43 Single C Stud (X -X Axis) Fy = 33.0 ksi <br /> Maxo = 1390.0 Ft -Lb Moment of Inertial = 2.316 in ^4 Va = 1415.7 Ib <br /> Deflection limits: Ratio L/ 240 <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 820.9 0.591 623.8 Full 1390.0 0.449 0.290 L/269 <br /> Center Span 1825.0 1.313 1547.2 Full 1390.0 1.113 0.097 L/617 <br /> Right Cantilever 1825.0 1.313 1164.8 Full 1390.0 0.838 1.109 L/144 <br /> Ireq'd = 3.849 InA4 <br /> Combined Bendlna and Web Crippling <br /> Reaction or Load Brng Pa Pn Mmax Intr. Stiffen <br /> Pt Load P(Ib) (in) (lb) (lb) (Ft -Lb) Value Req'd ? <br /> R1 207.9 1.00 553.3 913.0 820.9 0.56 No <br /> R2 842.9 1.00 553.3 913.0 1825.0 1.53 YES <br /> P1 191.1 1.50 295.3 516.8 0.0 0.34 No <br /> Combined Bending and Shear <br /> Reaction or Vmax Mmax Va Intr. Intr. <br /> Pt Load (Ib) (Ft -Lb) Factor V/Va M/Ma Unstiffen Stiffen <br /> R1 314.1 820.9 1.00 0.22 0.59 0.40 NA <br /> R2 547.5 1825.0 1.00 0.39 1.31 1.87 NA <br /> P1 191.2 0.0 1.00 0.14 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) (Ib) Intr. (ft) (Ft -Lb) (lb) intr. <br /> Left Cantilever 3.25 -820.9 -314.1 0.40 3.25 -820.9 -314.1 0.41 <br />