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Peder Gofberg,PE,SE Title: Job 9 I,
James G.Pierson,INa Dsgnr: Data. 12:25FAI, 9 DEC 15
610 SW Alder 12916 Description,
Portland,OR 97205
Scapa:
503-226-1286 www.lgpiersomcom
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user:pW-OEO;615.ti•r590.fGc"800 General Timber BeamPay9 1
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Descriptloo New Header
General Inforrrfation Code Ref:1997C2C01 NDS,200C12CO3 IBC,2OC3 NFPA 5000.ease adcwatites are us,r defined
Section Name 4xi2 Center Span 10.501"t ._...Lu I It
Beam Width 3.50C In Left Candever fl _. . 1u QCO It
Beam Depth 11250 in Right Cantilever h __...Lu C.00 It
Member Type Sawn Douglas Fir-Larch.No.2
Fb Base Allow 900.0 psi
Load Dur.Fatter 1.150 Fv AQow 18C.Opsi
Beam End Fbaly Pin-Pin FC Allow 625opsi
E 1.600.3 kid
Full Length Uniform Loads
Center DL 400.100111 LL Kilt
Left Cantilever DL i,`it LL m1 t
Right Cantilever OL I.T. LL 41
Sura7rltary - -- - Beam Design OK
Span=1O5Ot-Beam Width=3.500in x Depth=III 25in,Ends are Pin-Pin
Max Stress Ratio 0-767 _ 1
Maximum Moment 5.5 k-ft Maximum Shear`1.5 2-6 k
Allowable 70 k-ft Allowable 9.2 k
Max.Positive Moment 5.51 k-ft at 5.250 ft Shear. j�Left 210 k
Max.Negative Moment O.COk-ft at 10.500 R @ Right 2.10 k
Max Q Left Support O,00 k$ Camber: @ Left 0.000in
Max Q Right Support 0.00 k-ft Q Center 3.247in
Max.M allow 7.00Reactions . Q Right 0-000in
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Po 8966.00 psi fv 65.92 psi Left DL 2'.10 k Max 21Dk
Fb 1.$38.50 psi Fv 207.00 pse Right DL 2.10k Max 2.1iOk
Deflections
Center Span... Dead Load Total Load Left Cantilever... Dead Load Tota[Load
Defleacrt -0.10'5 in -0.165 in Deflection 0.000 n Q COC .n
.-Loratior: 5.250 h 5 250 ft _.LengUiDeft 0.0 0.0
._Lengtli'De0 765.3 765.33 Right Cantilever...
Camber(using L5•D.L.Deft)_. Deflecticn 0 Won O.000 in
@ Center 0.247 v1 ...LenglhXe0 0.0 00
@ Left 0.000 in
Q Right 0.000 in
Stress Calci b
Banding Analysis
Ck 31.887 Le 0.000 It Sxx 73.628'n3 Area 39.375 int
Cf 1.100 Rb 0.000 CI 0.000
Max Whiten[ Sxx Rees Allowable%
Q Center 5.51 k-ft SB-10,n3 1,138.50 psi
Q Left Support 0.00 k-ft 0.00 r3 1,138.50 psi
Q Right Suppctt a cc k-ft 0.00 in3 1,138.50 psi
Shear Analysis Q Left Support Q Right Support
Design Shear 2.60 k 2.60 k
Area Required 12.539 ir2 12539 int
Fv:Allowable 207.00 psi 207.00 psi
Searing @ Supports
Max.Left Reaction 2.10 k Bearing Length ReQd 0.960 in
Max.Right Reaction 2.10 k Bearing Length Recd 6.566 tr
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Peder Gol6erg,PE,SE Title: Job
James G.Pierson,[Ne. Dsgnr: Date: 12:29PM4. S DEC 15
610 SW Alder 9898 Description :
Portland,OR 0-7205 Scope:
S03-226-1286 www.1gpterson.com
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Description New Pleader �
Query Values --
M,V,&D Specifad Locations Moment Shear Deflection
til Center Span LccaGon= 0.00 t0 0.00kdY 210k a-COw in
(�wt Cant.Loeatwn= 0.96 R 0.66k-ft 0.00 k 0.0000 in
@ Left Cant.Locidim= C60 4 6.00k-f[ 0.00 k 0.0M in
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