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Mountain View Engingeering Title : StRlc-,Urai Design Cf Fueiing CanoovJob#3472 <br /> P.C. Box 839 <br /> Dsgnr: bw Date: 924AM� , 18APR O, <br /> Brigham City, Utah 84302 Description :Fleming Fuels <br /> Phone: (435)734-9700 Food 4 Less <br /> Fax: (435) 734-9519 Scope <br /> R­ 51030 <br /> K,V­%0247'9 Ve,5,i 3.22-",_1qqq ,�in32 <br /> 1983-99 ENEI�CALC Multi-Span Steel Beam <br /> c-',enercajc,,k,k nevv',102xx flennin-f,uels stocl<to <br /> Description Purlin <br /> General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements -1 <br /> Fy-Yield Stress 50.00 ksiLoad Dul-at'llor. Factor 1.00 -- <br /> Spans Considered Continuous Over Supports <br /> ,-Span Information <br /> A <br /> Soancantilever <br /> 14 10-00 26.00 40-00 26.00 10-00 <br /> Steel Section W10x26 WIOX26 WIOX26 W10X26 WIOX26 <br /> End Fixity Free-pin Pin-Pin Pin-Pin Pm-Pin Pin-Free <br /> Unbraced Length ft 1.00 13.00 13.33 13.00 1.00 <br /> Loads <br /> Live woad Urea ;nis Span? Yes Yes Yes Yes Yes �� _ <br /> Dead Load k/ft 0.080 0.080 O.OSC 0.080 0.080 <br /> Mmax g Crtr k-ft 0-00 1-62 21.36 1.62 0.00 <br /> @ X- ft 0.00 10.57 20.00 15.43 0.00 <br /> Max @ Left End k-ft 0.00 -12.00 -26.64 -26.64 -12.00 <br /> Max(-f Right End k-ft -12.00 -26.64 -26-64 -12.00 0-00 <br /> fn Actual psi 5,165.10 11;467.5 11,467.5 11,467.5 5,1085.0 <br /> Fb Allowable psi 33.000.0 18,905.4 18,437.3 18.905.4 33,000.0 <br /> Bending OK Bending OK Bending OK Bending OK Bending OK <br /> ry Actual psi 893.6 1,3714 1,787,2 1,371.4 893.6 <br /> Fv:Allowable psi 20,000.0 20,000.0 20,000-0 20,000.000.0 20,000-0 <br /> Shear OK Shear OK Shear CK Shear OK Shear OK <br /> Reactions & Deflections <br /> Shear @ Left k 0.00 2.56 4,80 168 2-40 <br /> Shear g Right k 2.40 3.68 4.80 2.56 0.00 <br /> Reactions,,. <br /> D"9 Left k 0-00 1.65 2.83 2.83 1.65 <br /> LL @:,Left k 0.00 3.30 5.F" 1_✓ 566 3.30 <br /> Total @ Left k 0-00 4.96 8.48 8' <br /> DL Right .48 4�96 <br /> k 11-65 2.83 2.83 1,65 0.00 <br /> ILL Right k 3.30 5.66 5-66 3.30 0.00 <br /> Total g Right k 4.96 8.48 8.48 4.96 0-00 <br /> Max. Deflection in -0.305 0-118 -1.105 0.118 0.305 <br /> X= <br /> ft 0.00 19.41 20.00 6.59 10.00 <br /> SpanlDeflection Ratio 785,8 2,650.7 434.3 2,650.7 785.8 <br /> Query Values <br /> Location ft 0.00 0.00 � 7500,00 0.00 0.00 0.00 0.00 <br /> Shear k 0.00 2.56 '-----3-2,33.68 2.40 0.00 0-00 0.00 <br /> Moment k-ft 0.00 -12.00 -0.84 -2664 -12,00 0-00 0.00 0-00 <br /> Max. Deflection in -0.31 0.00 -0.43 0.'010 0.00 0.00 0-00 0.00 <br /> z <br /> 14 1( <br /> iy <br />