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Calculations: DBL OAiIWJ Replacement Chk{28-)
<br />Induced Member Loading (ASD): Span:
<br />40 It
<br />Pt ... "no 0 k
<br />Strong Axis M,„
<br />805.2 k-in Weak -Axis My, 0.0 k-in Rb<a,;,,,edy,: 0 k
<br />Prcc ,<, 0 k
<br />Sit ong Axis V ,
<br />7.1 k Weak -Axis V„ 0.0 k Rb<ab,,,a„,: 0 k
<br />Member Properties:
<br />-
<br />- in. X - in.
<br />Stress Class: 24F-1.8E (Unbalanced -Western Species)
<br />Standard Western Species Size
<br />5-1/8x27
<br />REF: 2018 NDS Supplement: Table
<br />5A - Ref. Design Values for Snucturd Glued
<br />Self -Weight:
<br />29.98 plf
<br />Laminated Softwood Timber
<br />Adjustment Factors:
<br />I, for C,,: 20 it
<br />Section Properties & Design Values:
<br />CD: 1.00
<br />C,: Temp.<=100 deg F
<br />C,: 0.93
<br />b: 5.13 in
<br />Fb ,+: 2400 psi P�yz,� ,: 650 psi
<br />C,,,: M.C. < 16%
<br />C,(l1: 1.00
<br />C,trat: 1.00
<br />d: 27.0 in
<br />Fb r: 1450 psi F*y<,,,y: 560 psi
<br />CM(Fd: 1.00
<br />C,(Fo: 1.00
<br />C<tra: 1.00
<br />A: 138.4 i❑2
<br />Fb,,: 1450 psi Es: 1800000 psi
<br />Cx, go: I.00
<br />C, (F,): 1.00 Cn,(rb-,+,:
<br />0.81
<br />I,: 8406.3 in4
<br />F,: 1100 psi E,,: 1600000 psi
<br />Cr, p„1: 1.00 C,(Foyzryl: 1.00
<br />C".,.: 1.00
<br />S,: 622.7 in3
<br />F,,,: 265 psi E,,,;,,-,: 950000 psi
<br />CM (Fa,"): 1.00
<br />C,(r<): 1.00
<br />C": 1.10
<br />Iy: 302.88 i„4
<br />F,.},: 230 psi E: 950000 psi
<br />Cx, F<,: 1.00
<br />C,(E): 1.00
<br />C': I
<br />Sy: 118.20 in
<br />Fa: 1600 psi Eni,,_,,: 850000 psi
<br />Cx, E. Error): 1.00 C[ Enrm: 1.00
<br />SG: 0.5
<br />Enro ': 850000 psi
<br />C,, (Fb,-,+), Beam Stability Factor (strong axis bending member):
<br />Analysis Option:
<br />(NDS 3.3.3.4 to 3.3.3.8) Calculated
<br />Cl, based on unsupported length of member
<br />240 in
<br />Loading Condition: Simple Span or Cantilever Beam - Any Loading Condition
<br />-Torsional acn aad:
<br />Effective length, le:
<br />472.2 in User Defined Effective length, /e: -
<br />RE:
<br />22.03 OK
<br />Fb,*+: 2400 psi FbE:
<br />2349 Cr, cd<: 0.81
<br />Member Effective Length & Slenderness Check For
<br />Compression:
<br />Strong Axis unbraced length, 1, gt : 20 It K,-,:
<br />1.00 1, ,: 240 in 1, /d:
<br />8.889 OIL F,E ,: 9883 psi C,.,-,: 0.98
<br />Weak Axis unbraced length,
<br />(„ ,: 10 ft Ka ,:
<br />1.00 1", : 120 in 1'. Jd:
<br />23.41 OK F<E .: 1274 psi C .- 0.66
<br />Member Design:
<br />Strong -Axis Flexural capacity (+):
<br />Sarong -Axis Shear Capacity:
<br />Strong - Bearing Analysis (Perp. to grain):
<br />Deflection Analyis: Transient: L/ 360
<br />Tension Face: Bottom
<br />F�'y: 265 psi
<br />Bearing length, /bEde, : 3.00 in.
<br />D+Transient: L/ 240
<br />F'b x-x (+): 1940 psi
<br />f„,: 77.29 psi
<br />Bearing area distance to
<br />Ex': 1800000 psi
<br />fb ,: 1293 psi
<br />Unity: 0.29 OK
<br />member edge: Less than 3 in.
<br />Ey': 1600000 psi
<br />Unity: 0.67OK
<br />Cb(Fa AEd,: 1.00
<br />F'« Ed,,: 650 psi
<br />Egde Area: 15.38 in2
<br />f� j Edges 0 psi
<br />Kla 1.50
<br />ATrmieiod,, ar: 0.84 in L / 574 01"
<br />AD,-,: 0.49 in
<br />AD+Trsuiem,x-,: 1.57 in L / 306 ON
<br />M„ ,: 1207.9 k-in
<br />V„ .: 24.45 k
<br />Weak -Axis Flexural Capacity:
<br />Weak -Axis Shear Capacity:
<br />Fey: 1594 psi
<br />F�'_,: 230 psi
<br />fb,: 0.00 psi
<br />f,,,: 0.00 psi
<br />Unit)': 0.00 OK
<br />ATraoornt,y�y: 0.00 in L/ 10000 OK
<br />Unity: 0.00 OK
<br />Unity: 0.00 OK
<br />AD,-y: 0.00 in
<br />ADfrrvmsiea, - : 0.00 in L / 10000 OK
<br />M„ : 188.4 k-in
<br />V„ .: 21.22 k
<br />Compression Capacity:
<br />Tension Capacity:
<br />Weak- Bearing Analysis (Perp. to grain):
<br />Combined Member Checks:
<br />F,*: 1600 psi
<br />Bearing length, l,, ,: 2.00 in.
<br />Comb. Flex & Tension (3.9-1): 0.58 OK
<br />c: 0.9
<br />Bearing area distance to
<br />Strang Flex & "Pension (3.9-2): 0.67 OK
<br />Control F<E- 1274 psi
<br />member edge: Less than 3 in.
<br />Weak Flex & Tension (3.9-2): 0.00 ON
<br />Control C,: 0.66
<br />Fj: 1100 psi
<br />Cb (Fa y) Emd 1.00
<br />Comb. Flex & Connp. (3.9-3): N/A 0K
<br />F'c: 1064 psi
<br />A,o: 138.4 in2
<br />F',, D,,: 560 psi
<br />Comb. Flex & Comp. (3.9-4): N/A OK
<br />to: 0 psi
<br />f': 0.00 psi
<br />Flat Area: 54 in2
<br />fb, [ fb, 1: 1293 psi P'<e,, 9883
<br />Unity: 0.00 OK
<br />Unity: 0.00 ON
<br />fcl Edgy: 0 psi
<br />Unity: 0.00 OI(
<br />fb,, [ fb21: 0 psi F,E2: 1274
<br />1 FbE: 2349
<br />Pa: 147.2 k
<br />P,,: 152.21 k
<br />USE 5-1/8x27 24F-1.8U (Unbalanced -Western Species)
<br />13228 NE 20th St., Suite 100, Bellevue, \VA 98005 1 (425) 614-0949
<br />Project: South Point Plaza Pg. No: A-29
<br />Address: 10121 Evergreen Wayllf Everett,WA98204 Date. 6/27/23
<br />Client: SDH Architects, LLC lob No.: 23116
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