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Page 1/2 3 <br /> . �l <br /> 2001 NASPEC w/2004 Supplement <br /> Project: Aspen Zephryhills, FL Date: 11/19/2009 <br /> Model: Studs LC1 <br /> P1 <br /> \l/ . <br /> Unif <br /> '+ -' J ib}" 1` .WI . _ «,` ter ;, X >> Ari iit.N t 4 k , '� '.#, cyRb y, t <br /> 's, .F K� 2 F V ,r +.` ;,i,.�,'e'K"cst' { d '` n . d- '� +,-i. `. 'k �,, a 3 #4k" - , .Y �' , fi &bBf1` {S3t <br /> 4.. , 3 �'„ a Ro- '�"hf zn i tir`�.A 9 jay - . ` crs r g43�s yet -, i 3>. g , ' f r�r F 1�' 3 Lfl <br /> r . 3rrl: �t $ ;�" .. d.fs :k r �f�* ;ttf �6 ?.� r r£3? Y �1trJ <br /> .,. , . r �� ,4 r c , ... .. r... a ..aZ*0;1. Ib/ft <br /> I I I I I I <br /> R1 R2 <br /> 3.25 ft 5.00 ft 6.67 ft <br /> Point Loads P1 <br /> Load(Ib) 210 <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 40.7 14.92 40.7 <br /> Section : 600S162 -97 Single C Stud (X -X Axis) Fy = 50.0 ksi <br /> Maxo = 4727.2 Ft -Lb Moment of Inertia, l = 4.797 in"4 Va = 10471.8 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 Mmaxl 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 0.191 685.2 None 3646.4 0.188 0.148 L/527 <br /> Center Span 1828.5 0.387 1558.9 _ None 3022.5 0.516 0.048 1J1246 <br /> Right Cantilever 1828.5 0.387 1167.4 None 2918.8 0.400 0.540 L1296 <br /> Ireq'd = 3.885 in "4 <br /> Combined Bending 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 263.3 1.00 3902.3 6438.9 901.7 0.15 No <br /> R2 837.4 1.00 3902.3 6438.9 1828.5 0.35 No <br /> P1 210.0 1.50 1958.5 3427.3 0.0 0.06 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 344.9 901.7 1.00 0.03 0.19 0.04 NA <br /> R2 548.3 1828.5 1.00 -- 0 05 0.39 0.16 - .NA <br /> P1 210.1 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) fib) intr. (ft) (Ft -Lb) (Ib) Intr. <br /> Left Cantilever 3.25 -901.7 -344.9 0.04 3.25 -901.7 -344.9 0.04 <br />