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( DESIGN ONES, INC. (-1 Casa -dc 8 <br />EVERETr, WASHINGTON <br />B"MChek v2.4 lasrsed to Dune Romeo Rep 0 230"4 M <br />BOYCE, FEDERAL AVE. <br />ACROSS LMNG, LU.L Dote: 12uO2105 <br />01 3.11fit 13-112 GLB 24F•V4 DFIDF Lu = 0.0 Ft <br />S <br />20 <br />man oesmp Pisa <br />ni= 4.i um uu= 4.5 er UL txn 0.59 In Stipp Mgd Garber 0.89 In <br />Beam Spen <br />22.0 ft <br />Reracllon I LL <br />1197 0 Reaction 2 LL 903 0 <br />Bain Wt per ft <br />10.25 R <br />Reaction 1 TL <br />25790 Reaction 2 TL 22590 <br />Bm M Included <br />2260 <br />Ms*nu n V <br />2879 # <br />Max Moment <br />130M W <br />Max V (Redruad) <br />2459 IF <br />TL Max Deft <br />L / 240 <br />TL Actual Dell <br />L / 253 <br />LL Max Dell <br />L / 380 <br />LL Adwl Dell <br />L / 688 <br />Aftrfbutes <br />Actual <br />Section 04 <br />94.92 <br />Shear 04 <br />42.19 <br />T . Dell OW <br />1.04 <br />LL Dell <br />0.45 <br />Crftical <br />56.81 <br />16.88 <br />1.10 <br />0.73 <br />Status <br />OK <br />OK <br />OK <br />OK <br />Ratio <br />W% <br />40% <br />95% <br />61% <br />Fb (psi) <br />Fv (psi) <br />E (psi x rNQ <br />Fcl (psi) <br />Base Values <br />2400 <br />190 <br />1.8 <br />650 <br />Base <br />27W <br />219 <br />1.8 <br />650 <br />AdiuskneMs <br />Cv Vokxm <br />Cd Duration <br />1.000 <br />1.15 <br />1.15 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />1.00 <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.0D <br />1.00 <br />Cl Stability <br />1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Uniform LL: 75 <br />Uribrm TL 185 = A <br />Point LL <br />Point TL <br />Distanoe <br />450 <br />B = 642 <br />3.8 <br />WIT <br />SPAN = 22 FT <br />Un form and 3artial uniform bads are Ibs per lineal ft. <br />