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• Page 1/2 O <br /> 2001 NASPEC w/2004 Supplement <br /> Protect: Aspen Zephryhilis, FL Date: 11/19/2009 <br /> Model: Studs LC1 12" o.c. <br /> A p i ) Coe 5 t to2 .43 <br /> P1 € i Z `(y-- ,.C,,. VW, <br /> \l/ <br /> • {�i�. g ZI $ n� d a>,�,. k js. }.� _. -,:, : y' `'.ti�<4 :i #':04•• jai; - -•. a 7'i a 4L Y •�:.k t . s *; <br /> •2:�� 1 4 St . .'0 t'�', r �4.54�:�40_ r.'it F S.3.7arf' .t-4 9� R s rrt r �•Wk4.4+ <br /> 1, 1 �ik y.'�2y,4 .: Ga4.r' Tct' 'K ∎+� i x k y. • . . w• q�d y . ,`i F ` g '[ y ,� k2 Y s .el U <br /> 7` ":p.' e.,,, i> •'+# `a j r t , : g 1:: :.3v F;tk 'i ? O s 1, l a i g ig x�'Wfti.4a-N .:'y`,,. c = . yr •v - . 7 Unif Ld <br /> -W. �r�;'f.:;•;.;.�z� mra- a_„;w..;:�r�'� ,v.;•c4>n;..:.s? Y .....4,�: -� ... � #.x"�r "fit '^��9 y � <br /> I <br /> ! <br /> R1 R2 <br /> 3.25 ft 5.00 ft 6.67 ft <br /> Point Loads P1 <br /> Load(Ib) 105 <br /> X-DIst(ft) 0.00, <br /> Sloped/Partial Loads • Case X1 ft W(X1) Ib/ft X2 ft W(X2) lb /ft <br /> 1 8.25 20.4 14.92 20.4 <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 inA4 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 451.1 0.325 342.8 None 1201.2 0.285 0.153 L/508 <br /> Center Span 916.4 0.659 781.2 None 1065.6 0.733 0.050 L/1201 <br /> Right Cantilever 916.4 0.659 585.0 None 1031.7 0.567 0.561 L/286 <br /> Ireq'd = 1.947 inA4 <br /> Combined Bending and Web Crippling <br /> Reaction or Load Brng Pa Pn Mmax Intr. Stiffen <br /> Pt Load P(lb) (In) (lb) (lb) (Ft -Lb) Value Req'd ? <br /> R1 131.5 1.00 553.3 913.0 451.1 0.33 No <br /> R2 419.9 1.00 553.3 913.0 916.4 0.81 YES <br /> P1 105,0 1.50 295.3 516.8 0.0 0.18 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 172.6 451.1 1.00 0.12 0.32 0.12 NA <br /> R2 274.8 916.4 1.00 0.19 0.66 0.47 NA <br /> P1 105.1 0.0 1.00 0.07 0.00 0.01 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 -451.1 -172.6 0.12 3.25 -451.1 -172.6 0.12 <br />