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. D <br />ECLYE <br />NOV 112 2023 <br />CITY OF EVERETT <br />Permit Services <br />all 11h11y JUL pul LCu - I lirluer Dt2drn Ue5114n <br />Project: 21-0000 PROJECT <br />Date: 11/3/2023 <br />Page: 1.1 <br />Member Tag: <br />Upper Ivl Hal <br />Span,ft: <br />7 <br />Braced,ft: <br />0.5 <br />Flat Use: <br />N .°. <br />Repetitive: <br />N <br />Pres Treat: <br />N <br />loom <br />Provide: <br />{ 1) ' <br />4 x <br />10 ° <br />Grade: <br />Hem -Fir #2 <br />Shear Diagram♦ ♦ Moment Diagram <br />Distributed Loads <br />Point Loads lEnd Reactions <br />Unit Weight, <br />Beg. Trib <br />End Trib <br />Start Location, <br />End Location, Load Location Start End <br />PSF <br />Width, FT <br />Width, FT <br />FT <br />FT LBS FT <br />0 <br />0 <br />0 <br />0 <br />0 <br />0=. <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />°0 <br />0 <br />0 <br />0 <br />0° <br />0 <br />0 <br />0-° <br />0 <br />0 <br />0 <br />0° •. <br />0- <br />0 <br />0 <br />Tnt.l n n <br />15 <br />13.83 <br />13.83 <br />0 <br />7 <br />0 <br />0 <br />726 <br />726 <br />0 e <br />0 <br />0 <br />0 `• <br />0 <br />0• <br />0 <br />0 <br />0 <br />0`` <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 .„ <br />0 <br />0 <br />0 <br />0 <br />Tnt.l 77G 77C <br />25 13.83 , 13.83 0 ° 7 ' <br />0 e 0, <br />1210 1210 <br />0 <br />0 0 0 0 0 <br />0 0 <br />0 0 <br />cn <br />0 0 0. Q 0 <br />0, 0 <br />0- 0 <br />Total 1210 1210 <br />Maximum of Load Combinations D+S ' End Reactions <br />Deflection,A 0.10 in D+S Deflection,A 0.10 in 1936 1936 <br />Moment, M 3388 ft-Ibs D+S Moment, M 3388 ft-Ibs Req'd Bearing Length <br />Shear, V 1956 Ibs D+S Shear, V 1956 Ibs 1.37 1.37 <br />*Taken distance'd' from support, subject to NDS 3.4.3 Hanger: <br />Modified Material Properties <br />Modifiers <br />Deflection (in.) <br />Cd = 1.00 <br />Cd = 1.15 <br />Cr 1.20 <br />DDL = <br />0.037 <br />At = L/ <br />360 <br />Bearing Perp 405 psi <br />405 psi <br />CR 1.00 <br />DLL = <br />0.000 <br />AT = L/.', <br />240. <br />Bending, Fb 1,069 psi <br />1,230 psi <br />Cf„ 1.05 <br />DSL = <br />0.062 <br />Limit <br />Capacity <br />Shear, Fv 150 psi <br />173 psi <br />CL or Cv 1.00 <br />DSL+LL = <br />0.062 <br />0.23 <br />26.7% <br />M. Elasticity, E 1,300,000 <br />1,300,000 <br />DTL = <br />0.100 <br />0.35 <br />28.5% <br />Required Section Properties <br />Provided Section Properties <br />Results <br />Capacity <br />Area, A <br />19.56 in' <br />Area, A <br />32.38 in' <br />Satisfactory <br />60.4% <br />Section Modulas, S <br />38.03 in' <br />Section Modulas, S <br />49.91 in' <br />Satisfactory <br />76.2% <br />Moment of Inertia, I - <br />66 inA4 <br />Moment of Inertia, 1 <br />231 inA4 <br />Satisfactory <br />28.5% <br />