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Page 112 (2) <br /> 2001 NASPEC w12004 Supplement <br /> Project: Aspen Zephryhills, FL Date: 11/19/2009 <br /> Model: Studs LC2 <br /> P1 <br /> ``, <br /> q ,,.i f.i -<e, i. �: e i > <* - ti f 1 s - . 4.irt i a ,six: f1':`.5` �` �- 4 r <br /> o- '' ' ? � `" s!� q ti ten✓ � 'n.b �'`' � , 1 * < + x� "xtC j ,n,,,9, 4r#�3 T .� a�i� .. ,�� �+,, � 1F <br /> . <br /> 3 O t' _ . �fF � Ir.- % - ; Y i . .• a `.0 I n~ Y ? � . �i 'R A q P a , �'f' C •�, 0 � . �I,See ' If <br /> • �: � . ,. : E �x ✓... ,4. .. r :�. . . .. : .. .. �. , ... ? .,..�` -`.� ,i. 's'i'°R, il .. ,.. ,? t>.� ¢ �.�.7"i4 lb/ft <br /> 1 1 1 I I <br /> R1 R2 <br /> 3.25 ft 5.00 It 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) lb/ft <br /> 1 8.25 44.4 14.92 44.1 <br /> Section : 600S162 -97 Single C Stud (X -X Axis) Fy = 50.0 ksi <br /> Maxo = 4727.2 Ft -Lb Moment of Inertia, 1 = 4.797 inA4 Va = 10471.8 Ib <br /> Deflection limits: Ratio U240 <br /> Loads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> • <br /> Flexural and Deflection Check <br /> i 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 0.174 623.8 None 3646.4 0.171 0.140 U557 <br /> Center Span 1825.0 0.386 1547.2 None 3036.1 0.510 0.047 U1278 <br /> Right Cantilever 1825.0 0.386 1164.8 None 2919.0 0.399 0.535 L/299 <br /> • <br /> Ireq'd = 3.849 inA4 <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 207.9 1.00 3902.3 6438.9 820.9 0.13 No <br /> R2 842.9 1.00 3902.3 6438.9 1825.0 0.35 No <br /> P1 191.1 1.50 1958.5 3427.3 0.0 0.05 No <br /> Combined Bending and Shear <br /> Reaction or Vmax Mmax Va Intr. Intr. <br /> Pt Load (lb) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen <br /> R1 314.1 820.9 1.00 0.03 0.17 0.03 NA <br /> R2 547.5 1825.0 1.00 0.05 0.39 0.15 .NA <br /> P1 191.2 0.0 1.00 0.02 0.00 0.00 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) (Ib) Intr. . <br /> Left Cantilever 3.25 -820.9 -314.1 0.03 3.25 -820.9 -314.1 0.04 <br />