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APR.20.2009 1:48PM STRUCTURAL WOOD CORP NO.226 P. 1
<br /> COMPANY Q.lECT ,
<br /> vvildenvaled Tall ti ('f
<br /> t
<br /> Wa
<br /> 4D %Scherer Sam-Lumber
<br /> Wood erks Hopkins,MN
<br /> per+ rokgoopm,wm« Apr_18.2OQP 12:35 Wildenwvad-2.wwC -
<br /> Design Check Calculation Sheet
<br /> Sizer e.0
<br /> LOADS: _, ...-
<br /> Iced Typo -DisCabutixm PRC- Location tft) Magitt-me. OPPe
<br /> C-rn St1t and >1carr >Lnd pY�
<br /> ' --35. 1ati ool (stet - 0.92"1 630 pla'
<br /> Load2 550. Axial- V= ogee. 1¢_00 16.01*,as!
<br /> `ead3 ,grit ¢ .. rull Aloe
<br /> ,,': v' Width lia)
<br /> MAXIMUM REACTIONS(1b5):
<br /> ✓ , a
<br /> "' 0, 17'
<br /> awed 9
<br /> 5
<br /> UUlmI52 1L19
<br /> .e. 1,59
<br /> •-411P LP-LVL,2.43P„2960Wb,1-1/2x5-112",1-ply
<br /> Spatted at lir Piet delfweiQhial2.28 pit Included in loan;
<br /> Purled lyase:Laaafece=widel(h);Ke x LIT 1.00 x C-no.0.90(ilk xe x La:0,64 x 17.0P 14..45 01:i_elerai auOloit top.,Lb.doilom-Ln:
<br /> Analysts vs.Allowable Strome(psi)and Deflection(in)uatne NDS zaps:
<br /> Crites - An 1 ,i- Value De 1.n Value :►aalvris/D,r-i•a
<br /> Shear • - Fv v 90• CV !tV . 0..-
<br /> undir.p(Y1 i:b = 1010 1.'17` n 5105 Tbirbo = 0.21
<br /> 1r1cioa, xo y 142 FC' , 037 *etre!' 0.18
<br /> Combined texia:. y' eccentric c s-de 1o0d b.ndinq; 2q.15.4-1 - 0.23
<br /> Axial aeoslh0 tx - 148 F4'r r 1600 0c/Fa" - 6.04
<br /> Live fear '7L 0.04 - 14/241 1 1S - L 180 0.74
<br /> ADDITIONAL DATA: -;`' ,,,
<br /> FACTC4tO ria CD Cm 05 CL CV C4u Cr Cert Ci en Face - •
<br /> %I,
<br /> rv. 290 1.60 - 1.00 - - - - :,.00 - 140 4 -nes- Q9'JO 1,ti0 - 1-00 1.000 1.02 - 1.00 5.00 a 4 - ,, 4.41111
<br /> '^Fop' 730 - _ 1.00 - - - - 1.00 -
<br /> iS - 1.00 0.226 - - 1.00 - 2 ~~ I i1' 3200 1 - - y • 2'3 rel
<br /> Fc'capob 3200 1.60 - - 0.10-0 - - - y,00r L
<br /> IC' 2-0 m11,ito:l - 7.0u - - - - - 4 PROFESS 1' fV, �i
<br /> Min' 1.01 mSllian - 4.0 - - - - 1-00 - 2 �� �.
<br /> Fc' 3200 1.17 - ..00 - - - - 1.00 - ' ENGINEER
<br /> No_.21393 •. ,::,
<br /> Shear !GC fro • .1501.W. v. 1.59. V dsa.iga m 159 lbs '''''''''''''L•�,
<br /> i€ndia0 1+1: LC 1.4 a .6GYW, N e 674 lbw fL ' �r. ' , ,�_`,
<br /> Deflection! LG *4 - 20.+V US w 42006 1b-int l� '
<br /> Axial t LC 12 - D 8, F - 12191 1=1 (ll,, MJF v,�',,1••
<br /> ¢g.l.5.e-1 : LC 03 T lit.75(*41l) ri: B03 6S'- 6143
<br /> Ter. 057 pxe/0-lct6xo/G)" 117
<br /> Lc deed L,.live 3.-a:1ox WNind '1.i.npect Ca.cohst 1aCtion Le-,coucootret d1
<br /> (1.11 1,0'0 are llered in the hnxlysia eusputi
<br /> 1,c}ad Co itifl tient 5 TCC-7110 _...
<br /> DESIGN NOTES:
<br /> Home 1.Pse vertiy that the default deflection Pinks are eppraprtale for your eppuieetion.
<br /> 2.rauJIL`1-UP COLUMNS:naffed ur booed bult-up Columns shall conform lb Ilia proWFlnru of NOS Clause 15.3,
<br /> 3.SGL-Columns(S ruCCuel Compolitu LUmb*r):me-attached'SOL setactioe le Ior preliminary deep only.For Snil member rawer torted your local
<br /> SOL rn ifffclu '*r.
<br /> COMtkoA 5b1 S Uv`►
<br /> T o • C . faC.
<br /> Mk K 1-.v5- 1 etA L oW.
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