Laserfiche WebLink
COMPANY PROJECT <br /> HODDER BARN <br /> WOO�Wo r ks� RIDGE SUPPORT <br /> Column1 <br /> .urrwnatroK wurin ne+u.v <br /> May 17,2013 06:50 <br /> Design Check Calculation Sheet <br /> Sizer 6.2 <br /> LOADS (Ibs,psf,or plf) � <br /> Load Type Distribution Magnitude Location [ft] Pat- <br /> Start End Start End tern <br /> Loadl Live Axial 1996 (Ecce tricity = 0.0 in) <br /> Load2 Dead Axial 662 (Ecce tricit = 0.0 in) <br /> MAXIMUM REACTIONS (Ibs): <br /> ; <br /> 6' <br /> Lumber n-ply, S-P-F, No.1/No.2, 2x8", 1-ply <br /> Self-weight of 2.2 plf included in loads; <br /> Fixed base; Loadface=width(b); Built-up fastener: nails; Ke x Lb:0.80 x 6.00=4.80[ft�; Ke x Ld:0.80 x 6.00=4.80[ft]; <br /> Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : <br /> Criterion Anal sis Value Desi n Value Anal sis/Desi n <br /> Axial fc = 246 Fc' = 270 fc/Fc' = 0.91 <br /> Axial Bearin fc = 246 Fc* = 1207 fc/Fc* = 0.20 <br /> ADDITIONAL DATA: <br /> FACTORS: F CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# <br /> Fc' 1150 1.00 1.00 1.00 0.223 1.050 - - 1.00 1.00 2 <br /> Fc* 1150 1.00 1.00 1.00 - 1.050 - - 1.00 1.00 2 <br /> Axial : LC #2 = D+L, P = 2671 lbs <br /> (D=dead L=1ive S=snow W=wind I=impact C=construction CLd=concentrated) <br /> (Al1 LC's are listed in the Analysis output) <br /> Load combinations: ICC-IBC <br /> DESIGN NOTES: <br /> 1. Please verify that the default deflection limits are appropriate for your application. <br /> 2. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. <br /> f� � �� � �T n /������ <br /> � � y- � � <br /> ���� �s ��� �r��. ,^� <br /> � s �,,P� � -� � � � � <br /> a <br /> ���..�t,, � (n� �� ��t-.� ���� <br /> �-��c-1 c-f�' Q ,� �/l� <br />