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Specifications 2 �� 1 CITY /3O OFTIGARD DINGDI� 4 , • 2002 —008-7 BUU STRUCTU' A L CALCULATIONS FOR A CUT ABOVE EXTERIORS 16330 SW 72nd AVE PORTLAND, OR 97224 -- NEW MAN DOOR OPENING -- . so PROfi. ciiii 12.1 OREGON / c,,5 ✓0 ✓G� r 15 , '' 4' tiN E. NOR ° ~ - A - OFFICE COPY EXPIRES: 12 / 31 / r` i R07 -oo'r7 REVISION 1g ;so sw 7 4111 AO APPROVED NW £'.3 —es Contents Details A - C D1 - D3 Contact Person: John E Nordling, PE Calculations C 1 - C2 , „ NORDLING Proj. No.: 08 -141 STRUC NEW MAN DOOR OPENING V 16330 SW 72ND AVE 43 t‘, ENGINEERS, LLC A CUT ABOVE EXTERIORS 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: MAY 2008 By: JEN Sheet No.: COVER , 1JCv0 N1M3 • D-.Yt, ir t / , , , . ,..., _______ ____. t. e tsz J Aril \S ��E� PROF�C • 187 • 1 ORE ON 4 1 0 ( V2-".. C) ( FLAild4 4.. ..'6 r ., 5 . ■ 91:5 ir. .. tiN E. NoR� EXPIRES: 12 / 31 / D I NORDLING Proj. No.: 0%• / 4i il STRUCTURAL WALL OPENING J J ENGINEERS LLC 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: /'VI AI 20 °8 By: JEN Sheet No.: � ` esirUr7 23 - 3 1 CAC "'" . Zt- 40 8 u �Ci1�1T1N(t i • G., aL, I1∎f- I t t $ LP ()elk/ .. , I 6 1 i t -o � wow, 3 ..0 1� T5 j . - 16110 -.,, . , . It-- . , 14 5 LI r A Soto Cwt Isu®W 6? 14 - WI A4J Doan— C ;'4 1 4 , r v ) - € -t (o f 4- 7- Sb, oPt>st ` Ca(...w�..1 gc „...Fwn.u;,w�� =o , PRar V c\ S N Gi NF � 12,187 y . o 4 • - EGON , ✓O �G4 1. ' S ' 0e 7 � P�c'C1�hli N . NO ti I EXPIRES: 12 / 31 / I NORDLING Proj. No.: 08 • (I-r ! , ; . .4 ;/ STRUCTURAL WALL OPENING I ; � ENG LLC • 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: x41 IASI By: JEN Sheet No.: t7 Z r' . c-z,- Yoe 6 •e-7. : . . i i i : : ‘ ---c-ti" (AA,. • . . lAeL> : 4 1 UkC' tt . • . . . ° ® . : . : . . : -i 4 , -,- -,. 1 4_ .--..AvCtnoti 1 • of i „ \ r � - G; .0MA Tb SAANL )43 t. ,a l` -o — TiAc.A. 1 • � 6 �vo�. - I it (6',4 4 546 (j am .jr - : I z 1 i • •• . :• • ,....- td..). 04 To k.r.?NUZI.JEC 4 1/42■Ititlis i IH• I I /$,c 4�t —o t : ! • . :Eonsev i}/4- $ct$ .4 v A nc6.1,: . ^' ��ED PROFF� ttt.... /// 12.187 , . •REG•N n c., tp .. .. .. ... . ... .... . . .:... ... � r 75 , O : : 4 EXPIRES: 12 / 31 / / j._'J NORDLING Proj. No.: OE• 141.. ,, ,, W STRUCTURAL WALL OPENING ENGINEERS, LLC : ,tea /ADS By: �� 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: 1 W Y : JEN Sheet No. Ccct,r7 ; : c2 _• u at,./F `f : ' : , ::_/ Z`-E rvity r : : .1 . (ii) .:-, r p ,... E-NLAN.ryv L. i If G,at., it■X- t 3- o i � -_o :;' t 81 • .: i Q e I ,, : Q � z. . . . i Ii ,. lI . • 04..t 'C %ts)(4: eT1t..1 SP W ir1). . qEt NF.: Arr■b . r . Tar t51�°1,.,). , V'ti k2S( �I, gt ' *0u N� .....¶ 1ls/ \3 . ... 0 s %, ci. -.4. (*.e..57 t1/4. (c, t. t? 0 ;. 4.3%.:6; 1 . : ) . , . . . —4 1 : . 'n- c,. \CS. 59.),- N Sr) ©K-. : .4 4r;A §1 ►` , ; si - .w4,5 -0 NORDLING Proj. No.: O (4I STRUCTURAL WALL OPENING L I4 ENGINEERS, LLC 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: Puy loot oG By: JEN Sheet No.: G 1 Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 05119108 Page: MULTI STEEL BEAM DESIGN A CUT ABOVE EXTERIORS B -(TL) B -(TL) GENERAL DATA - 1 - - 3 - All Spans Simple Support ?? : YES Span Lengths ft : 20.00 20.00 End Fixity: Pin:Pin Pin:Pin AISC Section :ts4x4x318 ts5x5x3116 CALCULATED VALUES -OK- -OK- Fb - Allowable psi : 27000 27000 fb - Actual. psi : 4486 4478 fv - Actual psi : 267 427 Moment @ left k -ft : 0.0 0.0 Moment @ Right k -ft : 0.0 0.0 Max. Mom. @ Mid -Span k -ft : 2.0 2.0 X -Dist ft : 10.00 10.00 Shears: Left k : 0.4 0.4 Right k : 0.4 0.4 Reactions: Left:Dead k : 0.00 0.00 Live k : 0.40 0.40 Total k : 0.40 0.40 Right:Dead k : 0.00 0.00 Live k : 0.40 0.40 Total k : 0.40 0.40 Max. Defl. @ Mid Span in : -0.464 -0.371 X -Dist ft : 10.00 10.00 BEAM DESIGN DATA Le: Unsupported Length ft : 20.00 20.00 Fy ksi : 45.0 45.0 Section Area in2 : 5.08 3.52 Beam Depth in : 4.000 5.000 Beam Width in : 4.000 5.000 Flange Thickness in : 0.375 0.188 Web Thickness in : 0.375 0.188 Ixx in4 : 10.7 13.4 lyy in4 : 10.70 13.40 rt in : 0.00 0.00 APPLIED LOADS Use Live Load on This Span ? Yes Yes Uniform DL klft : 0.00 0.00 LL klft : 0.04 0.04 QUERY VALUES Location ft : 0.00 0.00 Shear k : 0.40 0.40 Moment k -ft : 0.00 0.00 Deflection in : 0.000 0.000 c2 un Ann f -I 1f100 AC C *ICDPAI r 0.,,..,. 1111 nn..., V%Mf1Rf101ACI A