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Calculation: Glulam Design (2-5)
<br />Induced Member Loading (ASD): Span:
<br />35.0 It
<br />Pt,mm�: 0.0 k Strong Axis M.,
<br />2784 k-in Weak -Axis My, 0.0
<br />k-in Rb,aH,,,de,: 12.5 k
<br />P,°„ fCi5ion: 0.0 k Strong Axis V,.
<br />26.1 k Weak -Axis VK, OM
<br />k R,,a ,,,,,fla: 0.0 k
<br />Member Properties:
<br />- 5.125 in. Y 33 in.
<br />Stress Class: 24F-L8E (Unbalanced
<br />-Western Species)
<br />Standard Western Species Size 8-3/4x33
<br />REF: 2018 NDS Supplement: Table SA - Ref. Design Values for Structural Glued
<br />Self -Weight: 62.56 plf
<br />Laminated Softwood Timber
<br />Adjustment Factors: I L
<br />fur C,.: 20 ft
<br />Section Properties &
<br />Design Values:
<br />Cc: 1.00 C,: Temp.<=100 deg F
<br />Cv: 0.86
<br />b: 8.75 in
<br />Fb ,,: 2400 psi P,�„a, ,: 650 psi
<br />Cx,: M.C. <= IG% C,("): 1.00
<br />C, (Fat; 1.00
<br />d: 33.0 in
<br />Fb „-: 1,150 psi F, °,rye,: 560 psi
<br />Cx,(Fb): L00 C, (Fa: 1.00
<br />C, 1.00 1.00
<br />A: 288.8 i❑2
<br />Fba,: 1450 psi Er: 1800000 psi
<br />Cx,(ra: 1.00 C,(F,.): 1.00 CE,(rb-,+):
<br />0.96
<br />1,: 26204A ia4
<br />F,: I100 psi Ey: 1600000 psi
<br />Cm(F„): 1.00 Cl (F, 1.00
<br />C"': 1.00
<br />S,: 1588.1 in'
<br />F,,,: 265 psi E,,,;,,-,: 950000 psi
<br />CM(F, ,,,a: 1.00 C,(Fr): 1.00
<br />Ca,: 1.04
<br />ly: 1842.29 ia4
<br />F„J.: 230 psi End,,..": 950000 psi
<br />C,,,(F,): 1.00 C, an: 1.00
<br />C,,: 1.00
<br />Sy: 421.09 i❑n
<br />F,: 1600 psi Endn-y: 850000 psi
<br />CM Jr. E,,m: 1.00 Ct ,d : 1.00
<br />SG: 0.5
<br />E„dn- : 850000 psi
<br />Cc(F,,,-,+), Beam Stability Factor (strung axis bending member):
<br />Analysis Option: (NDS 3.3.3.4 to 3.3.3.8) Calculated
<br />CL based on unsupported length of member
<br />Ina,r,,;n,: 240 in
<br />Loading Condition: Simple Span or Cantilever
<br />Beam - Any Loading Condition
<br />Effective length, le: 490.2 in User Defined Effective length, /,: -
<br />Rn: 14.54 OK
<br />Fb,*+: 2400 psi FbE:
<br />5396 Cc 111: 0.96
<br />Member Effective Length & Slenderness Check For Compression:
<br />Strong Axis unbraced length, /n(,): 4 tt K,-,:
<br />1.00 1, ,: 48 in 1, Jet:
<br />1.455 OK F,n ,: 369097 psi CF,-,: 1.00
<br />Weak Axis unbiaced length, /° : 10 11 K, .:
<br />1.00 11, : 120 in 11, ./d:
<br />13.71 ON 17,13 .: 3715 psi C 0.94
<br />Member Design:
<br />Strong -Axis Flexural Capacity (+):
<br />Strong -Axis Shear Capacity:
<br />Strong - Bearing Analysis (Pere. to grain):
<br />IDeflection Analyis: I Transient: L/ 360
<br />Tension Face: Bottom
<br />F,,: 265 psi
<br />Bearing length, /b Fds,: 3.00 in.
<br />D+Transient: L/ 240
<br />F'b x-x (i-): 2066 psi
<br />f _y: 135.6 psi
<br />Bearing area distance to
<br />I Ex': 1800000 psi
<br />fb: 1753 psi
<br />Unity: 0.51 OK
<br />member edge: Greater than 3 in.
<br />Ey': 1600000 psi
<br />Unity: 0.85 OK
<br />Cb(Fn i)Edo,: 1.13
<br />F',,i Edzl: 731.3 psi
<br />Egde Area: 26.25 inz
<br />f„ Ed., 474.7 psi
<br />Ker: L50
<br />4ransient,x-s 0.51 in L/ 830 OK
<br />ADs-x: 0.46 in
<br />ADvha„sma, -c: 1.20 in L/ 351 OK
<br />Mn ,: 3281.3 k-in
<br />V„ 51.01 k
<br />Weak -Axis Flexural Capacity:
<br />Weak -Axis Shear Capacity:
<br />F,'_,: 1502 psi
<br />F',' r: 230 psi
<br />fb,,: 0.00 psi
<br />t _,: 0.00 psi
<br />unity: 0.65 OK
<br />4Transicnl,y-y: 0.00 in L / 10000 OK
<br />Unity: 0.00 OK
<br />Unity: 0.00 OK
<br />AD,, 0.00 in
<br />ADII,. ki a, • : 0.00 in L / 10000 OK
<br />Mn : 632.4 k-in
<br />V„ : 44.28 k
<br />Compression Capacity:
<br />'Pension Capacity:
<br />Weak - Bearing Analysis (Pere, to grain):
<br />Combined Member Checks:
<br />F°*: I600 psi
<br />Rearing length, /bn„ : 7.00 in.
<br />Comb. Flex &'Pension (3.9-1): 0.85 OK
<br />c: 0.9
<br />Bearing area distance to
<br />Strong Flex & Tension (3.9-2): 0.76 OK
<br />Control F,F. 3715 psi
<br />member edge: Less than 3 in.
<br />Weak Flex & Tension (3.9-2): 0.00 OK
<br />Control C,: 0.94
<br />F"': 1100 psi
<br />Cb (Fo r) F,: 1.00
<br />Comb. Flex & Comp. (3.9-3): N/A OK
<br />F'c: 1499 psi
<br />A„z,: 288.8 inz
<br />F'� a na,: 560 psi
<br />Comb. Flex & Comp. (3.9-4): N/A ON
<br />1": 0 psi
<br />f: 0.00 psi
<br />Flat Area: 231 in2
<br />fb,,,, [ fb, 1: 1753 psi F,FF, 369097
<br />Unity: 0.00 OK
<br />Unity: 0.00 ON
<br />f i Ed,: 0 psi
<br />Unity: 0.00 OK
<br />Ij,y-y [ fb21: 0 psi F,ez: 3715
<br />Fba: 5396
<br />P°: 432.7 k
<br />Pn: 317.63 k
<br />USE 8-3/4x33 24F-1.8E (Unbalanced -Western Species)
<br />*SEE COLUMN DESIGN ON PP. C-1
<br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949
<br />Project: South Point Plaza Pg. No: B - 5
<br />Address: 10121 Evergreen Wayl/I Everett,WA98204 Date: 6/27/23 '..
<br />ClienC SDH Architects, LLC Job No.: 23136
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