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Calculation: OWWJ Replacennent (20-21)
<br />Induced Member Loading(ASD): I Span: 40 ft
<br />P121',,0,,: 0 k Strong Axis M, 379.5 k-in Weak -Axis M. 0.0 k-in Rb„tb,e,,ds,: 0 k
<br />P<onIrcee;on: 0 k Strong Axis V 3.9 k Weak -Axis Vc, 0.0 k R ,o,;,, ,oat: 0 k
<br />Member Properties:
<br />- in. X - in. Stress Class: 24F-1.8E (Unbalanced -Western Species)
<br />Standard Western Species Size 5-t/8x24 REP: 2018 NDS Supplement: Table 5A - Ref. Design Values for Structural Glued
<br />Self -Weight 26.65 plf Laminated Softwood Timber
<br />Adjustment Factors:
<br />L for C,,:
<br />20 It
<br />Section Properties & Design Values:
<br />Ce:
<br />1.00
<br />C,:
<br />Temp <=100 deg F C':
<br />0.94
<br />b:
<br />5.13 in
<br />Fb
<br />2400 psi
<br />Fo„ " ,: 650 psi
<br />CE,: M.C. <=
<br />16%
<br />Ct (b):
<br />1.00
<br />Ct (rb):
<br />1.00
<br />d:
<br />24.0 in
<br />Fb ,-:
<br />1450 psi
<br />Fa1,att,,.: 560
<br />psi
<br />CE,("):
<br />1.00
<br />Ct(F):
<br />1.00
<br />C'
<br />1.00 1.00
<br />A:
<br />123.0 in2
<br />FE,,:
<br />1450 psi
<br />E_r: 1800000
<br />psi
<br />CM(Fu:
<br />1.00
<br />C,(F,.):
<br />1.00
<br />Cn,(rb-,+):
<br />0.86
<br />1,,:
<br />5904.0 ill
<br />F,:
<br />1100 psi
<br />Ey: 1600000
<br />psi
<br />CE,(F„):
<br />1.00
<br />C,(FO P„p):
<br />1.00
<br />C"Y':
<br />1.00
<br />Sx:
<br />492.0 in
<br />F,_,:
<br />265 psi
<br />Endo-,.: 950000
<br />psi
<br />CM(Fo,,,,,d:
<br />1.00
<br />C,(Fo):
<br />1-00
<br />C':
<br />1.10
<br />ly:
<br />269.22 in
<br />F„y:
<br />230 psi
<br />E„m,: 950000
<br />psi
<br />C"(ro):
<br />1.00
<br />C, (Ed:
<br />1.00
<br />C,,:
<br />1.00
<br />Sy:
<br />105.06 ill3
<br />Fa:
<br />1600 psi
<br />E„u„-y: 850000
<br />psi
<br />C
<br />1 00
<br />SG:
<br />0 5
<br />E 850000
<br />psi
<br />Cen(E. En»m. L00 t Eo,m
<br />CE (Fb „-c+), Beam Stability Factor (strong axis bending member):
<br />Analysis Option: (NDS 3.3.3.4 to 3.3.3.8) Calculated CL based on unsupported length of member
<br />la -To„mom rzen,a;,,r 240 in Loading Condition: Simple Span or Cantilever Beam - Any Loading Condition
<br />Effective length, 1 e: 463.2 in User Defined Effective length, /,: -
<br />R,: 20.57 OK Fb, +: 2400 psi FEE: 2693 Cl,cmo; 0.86
<br />Member Effective Length & Slenderness Check For Compression:
<br />Strong Axis unbraeed length, /„ „(+): 20 It K,-,: 1.00 1, 240 in lo_� d: 10 OK Fon=,,: 7809 psi C,-,: 0.98
<br />Weak Axis unbraced Ie ipth, I. ft 10 Ka 1.00 1,y: 120 in I,, ,Ak 23.41 OK F,E ,: 1274 psi C 0.66
<br />ong-Axis FlexuralCapacity(-
<br />nsion Face: Bottom
<br />F'b x-x (+): 2063 psi
<br />fb x: 771 psi
<br />Unity: 0.37 OK
<br />4„ ,: 1014.9 k-in
<br />eak-Axis Flexural Capaci
<br />Fe,.: 1594 psi
<br />fb,.: 0.00 psi
<br />Unity: 0.00 OK
<br />4,,,,: 167.4 k-in
<br />F,*:
<br />1600 psi
<br />c:
<br />0.9
<br />Control FIE _
<br />1274 psi
<br />Control C,:
<br />0.66
<br />F'c:
<br />1064 psi
<br />f :
<br />0 psi
<br />Unity:
<br />0.00 ON
<br />P,,: 130.8 k
<br />AUE
<br />F,.'y: 265 psi
<br />f,,.: 47.74 psi
<br />Unity: 0.18 OK
<br />21.73 k
<br />-Axis Shear Capacit
<br />F,': 230 psi
<br />f, x: 0.00 psi
<br />Unity: 0.00 ON
<br />18.86 k
<br />Tension Capacity:
<br />F(: I100 psi
<br />A,,,,: 123.0 ill
<br />ft: 0.00 psi
<br />nity: 0.00 OK
<br />135.30 k
<br />Bearing length, lb EEga : 1.00 in.
<br />Bearing area distance to
<br />member edge
<br />Less than 3 in.
<br />Cb (Fc 1) Ed,I
<br />1.00
<br />For Ed,
<br />650 psi
<br />Egde Area:
<br />5.125 i,12
<br />fcl Ed,:
<br />0 psi
<br />Unity:
<br />0.00 OK
<br />Weak - Bearing Analysis (Perp. to grair
<br />Bearing length, 11, 1,1: 2.00 in.
<br />Bearing area distance to
<br />member edge:
<br />Less than 3 in.
<br />Cb(Fcl)rim:
<br />1.00
<br />F'or Fiat:
<br />560 psi
<br />Flat Area:
<br />48 in2
<br />f 3 Ed,,:
<br />0 psi
<br />Unity:
<br />0.00 OX
<br />f6
<br />USE 5-1/8x24 24E-1.8E (Unbalanced -Western Species)
<br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949
<br />Project: South Point Plaza Pg. No: B - 21
<br />Address: 10121 P.veigreen Way 4l Everett,WA 98204 Date: 6127/23
<br />Client: SDH Architects LLC Job No.: 23136
<br />OK
<br />OK
<br />OK
<br />OK
<br />OK
<br />OK
<br />OK
<br />ON
<br />Dix
<br />9
<br />0
<br />A
<br />A
<br />2693
<br />
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