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Mountain View Engingeering Title : Structural Design ofrFueling Canopy -1 <br /> P.C. Sox 839 job# -472 <br /> Dsgnr: OW Date: 9.27AN. 18APR OI <br /> Brigham City, Utah 34302 Description <br /> :Fleming Fuels <br /> Phone: (435) 734-9700 Food 4 Less <br /> Fax: (435) 734-9519 Scope <br /> R.. 510313 <br /> j­:N-%0247G V­5 1 3 22v­,1999 YYa32 <br /> 1983-99 ENERCALC Multi-Span Steel Beam <br /> Description Beam c:�en,,-,raIC',kk rew�t 02x,flennincfu,is sockt <br /> General Information <br /> Calculations are designed <br /> Requirements <br /> Loan uuration actor ?.00 <br /> Spans Oors3dered Continuous Over Suppors <br /> Span I <br /> Description cantilever cent <br /> Span er spar cantilever <br /> 1 L <br /> Steel Section W12x16 v W12xI6 W12XI6 <br /> End Fixity Free-Pin Pin-Pin P,n-;:ree <br /> �,braced Length ft 4.00 4.00 4.00 <br /> Loads <br /> Live Load Used This Span <br /> Yes Yes _., _ <br /> Yes <br /> Point#1 DL k 2.830 2-830 2.830 <br /> LL k 5-660 5-660 <br /> X ft 4.000 4.000 .660 <br /> R .000 <br /> esults <br /> Mmax @ Cntr k-ft 0.00 @ <br /> I= 0-00 0.00 <br /> ft 3.95 0.00 5.81 <br /> Max @ Left End k-ft 0-00 -33-96 -33.96 <br /> Max @ Right End k-it -33.96 -33.96 0.00 <br /> tl :Actual psi 23,719.2 23,719.2 23,719.2 <br /> Fb:Allcwable psi 29.248.4 29,248.4 29,248-4 <br /> NI :ActualBending OK Bending OK Bending OK <br /> psi 3,218.6 1,609.3 3,218.6 <br /> Fv:Ailowable psi 20,000.0 20,000.0 20,000.0 <br /> Shear OK Shear OK Shear OK <br /> Reactions & Deflections <br /> Shear CC Left k 0-00 4.25 8.49 <br /> Shear�-d_) Right k 8.49 4.25 0.00 <br /> Reactions... <br /> DL 9 Left k 0.00 4.25 4 <br /> LL @ Left k 0.00 8.49 :49" <br /> Total @ Left k 0.00 1274 12.7 ✓ 0c, <br /> OL @ Right k 4.25 425 <br /> LL @ Right k 8.49 8.49 0,00 <br /> Total @ Right k 12-74 12.74 0.00 <br /> Max.Deflection in -0.733 0.105 -0-733 <br /> @D X= ft 0.00 4.00 8.00 <br /> Span/Deflection Ratio 261.8 916.2 261.8 <br />