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WOOdWOrI(S f0� ANTHONY POWER PRODUCTS <br /> File Name: STAARI AFP WoodNorks SI2ER 1.Oj 6 Oct, 1997 11:2G <br /> COMPANY I PROJECT <br /> Cascade Lu:Sez, Inc. I <br /> PO Box 37, Stanwood, WA 98252 I <br /> Phone: 1-80G-366-6995 I <br /> Fax: 1-360-62?-2208 I <br /> DESIGN CHECK <br /> DESIGN llATA: <br /> code: NDS-1991 <br /> type: Roof Bean <br /> database: Custom <br /> matetial: PSL <br /> total length: 14.00 lEt] <br /> INFUT LOADS: (i�rce=lbs , piessuce=psf, udl=plf, location=ft) <br /> Load I Disttibute I Type I Magniti:de I Location I Pattexn <br /> I I I Stazt End I Stzrt End � Load <br /> -----I------------I-------I-----------------I----------------I-------- <br /> 1 Full Area Dead 15.00 (Trib. Width = 20.00 £t) No <br /> 2 Full Area Live 25.00 (Tzib. Width = 20.00 ft) No <br /> Self-weight automatically included. <br /> •k#4hh+/tM*k*#k1:'w*1rix�1'kki:*1:�/'MIr*�.lkk4Y:}Ir*1r4**k4h*kRRkM Mi'k*arR**J**�R*1l#A'fiMk# <br /> DESIGN SECTION: Eastexn� Fb?,���-F.2.0� 5.25x14 @22.968 plf <br /> kWkiRY**t*M�*!�ekfekk'kM444kkf#ir*M*1hM**1�k*/rR1`klfiklrlefi*�Iirlr*M1��t**4*�'fA1(kk**1:1r! <br /> MAXIMUM REACTIDNS and BEARING LENGTHS (fo=ce=lbs , le:7gth=in) <br /> � 19.0 ft I <br /> I =________= I <br /> I " " � <br /> ----------I------------------I <br /> Reaction I 5'61 5761 <br /> II.Length I 1.5 1.5 <br /> SECTION vs. DESIGN CODE (stzess=psi, deflection-in) <br /> Critetia l Analysis Value � Design Value I N�alysis/Design I <br /> --------------I----------------I-------_--290---I---fv/Fv�--------I <br /> Shear fv @d = 98 Fv' = o•39 <br /> Bending(+) fb = 1911 Fb' = 2851 fb/Fb' = 0.49 � <br /> Live Defl'n 0.18 = L/933 0.70 = L/290 0.26 <br /> Total L'efl'n 0.30 = L/567 0.93 = L/180 0.32 �� <br /> �` ,�. .— � . . . . . .I ,'i. '. <br /> Bending(+) : Crit.LC#= 2 CD= 1.00 ' , <br /> Sheaz : Ctit.LC#= 2 CD= 1.00 V@d=4900.65 <br /> Deflection: Crit.LC#= 2 EI=240]..00 lb-in^2 x 10^6 <br /> Total Deflection = 1.00(Defln_dead) + Defln_Live. <br /> DESIGN NOTES: <br /> 1. Please verify that the default deflection limits are apptopciate <br /> for yout application. <br />