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• <br /> Page 112 O <br /> 2001 NASPEC w12004 Supplement <br /> Project: Aspen Zephryhills, FL Date: 11/19/2009 <br /> Model: Studs LC2 12" o.c. <br /> P1 kvp Gd01 S1r7.- <br /> {4 ,i C' 4� t1 igi a 4, 4 , Kg 4 '*z it A,.' , , �.2 t�3 E = G'' 4,44- a" r ' Sti � ., ` i �7 ,� kf _ 1 <br /> Unif Ld <br /> 1 k 4 r� y �' 5 0' w.. -1.Y 2 :Lu" ' "'F :: 1: T '' . f F E 3c" S ' - 4;�Y5,N 't.' 3° ' i ir '2D _ lIv e c 8 <br /> ... 4 ...,.. .'. ..., F ,., -, �;4 �- iCr.. ..,.., ,n. ... ��r r , t,.� �e..y f fr r � 4,'18�d <br /> I - Ib/ft <br /> m NI <br /> 1 E I I <br /> R1 R2 <br /> 3.25 ft 5.00 ft 6.67 ft <br /> Point Loads P1 <br /> Load(lb) 96 <br /> X- Dist.(ft) 0.00 <br /> Sloped /Partial Loads Case X1 ft W(X1) Iblft X2 ft W(X2) Ib/ft <br /> 1 8.25 22.2 14.92 22.2 <br /> Section : 600S162-43 Single C Stud (X -X Axis) Fy = 33.0 ksi <br /> Maxo = 1390.0 Ft -Lb Moment of lnertia, 1 = 2.316 inA4 Va = 1415.7 Ib <br /> Deflection limits: Ratio U 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 410.5 0.295 312.0 None 1201.2 0.260 0.145 U537 <br /> Center Span 914.3 0.658 775.1 None 1068.5 0.725 0.049 L/1232 <br /> Right Cantilever 914.3 0.658 583.7 None 1031.7 0.566 0.555 L1288 <br /> Ireq'd = 1.928 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 103.5 1.00 553.3 913.0 410.5 0.28 No <br /> R2 422.1 1.00 553.3 913.0 914.3 0.81 YES <br /> P1 95.6 1.50 295.3 516.8 0.0 0.17 No <br /> Combined Bending and Shear <br /> Reaction or Vmax Mmax Va Intr. Intr. <br /> Pt Load • (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen <br /> R1 157.0 410.5 1.00 0.11 0.30 0.10 NA <br /> R2 274.1 914.3 1.00 0.19 0.66 0.47 NA <br /> P1 95.7 0.0 1.00 0.07 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 -410.5 -157.0 0.10 3.25 -410.5 -157.0 0.10 <br />