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O--4 <br /> c,Q`F° 9 <br /> Vestal-Coghlan 4'-1"x 41'-0"Walkway �! 4 7 4 <br /> Applied Loads � O0,, �� <br /> Utility 0 psf eb‹�� <br /> �Y PP •c- <br /> Snow 25 psf <br /> Wind 110 mph D <br /> Load check <br /> Sum of model Equivalent Design Load Caics <br /> support Reactions Load <br /> Dead Load= 2.11 kips 1285 psf 4 Total DL 2.108 kips _ <br /> Structure wt(DL-Util)= 1.70 kips 10.35 psf 4 Deck Length 41 feet <br /> Live Load= 16.40 kips 100.00 psf 4 Deck Width 4 feet <br /> Snow Load= 4.10 kips 25.00 psf 4 iSum(DL)= 12.85 psf <br /> Wind Load= 1.11 kips 27.00 ppf <br /> Total Utility 10 ppf <br /> Deflection A(Max) Deck Length 41 feet <br /> Actual U240 Sum(Utility) 0.41 kips <br /> A(Live Load) 0.941 <(U240) 2.05 OK vff 2.50 psf <br /> Compressive Force(Max) Total LL(Y) 16.4 kips <br /> Member Deck Length 41 feet <br /> Top Chord 12.85 kips 1 **M25 1 —Deck Width 4 feet <br /> Sum(LL)= 100.00 psf <br /> Axial Stress(Max) <br /> Member Total SL(Y) 4.1 kips <br /> Top Chord Mid 6.63 ksi **M25 Roof Length 41 feet <br /> Bottom Chord Mid 6.44 ksi **M26 —Roof Width 4 feet <br /> Sum(SL)= _ 25.00 psf <br /> Total WL(Z) 1.11 kips <br /> Wind L !, 41 feet <br /> 27.00 ppf <br /> Maximum Combined Stress (ksi) <br /> Absolute Absolute Absolute Combined Code <br /> Member Section LC Axial Bend Y Bend Z Stress Check <br /> Top Chord **M25 3 3 6.63 0.66 _ 0.26 7.55 0.457 '', <br /> Bottom Chord **M26 ` 3 3 6.44 0.68 1.14 8.26 0.750 too <br /> t <br />