Loading...
Specifications 7s r:r c 7? �-� -- G R O U P _ -- ACKE NZI E ', • 1515 SE Water Ave#100 / PO Box 14310 Portland.OR 97293 Tel:503.224.9560 Net:into@grpmack.com Fax:503.228.1285 STRUCTURAL CALCULATIONS LaCie Tenant Improvement Permit 1 Tigard, OR PROJECT NUMBER: 2130079.00 April 22, 2013 Pages 1 - 6 . cTU . ��T F / # • 53 x ••EGON o� ti g. 8Zo ,, UgD. Mey- lEXPIRES; 12/31/14' The attached calculations verify that the addition of four new exterior man doors meets the requirements of OSSC Chapter 34. HSS strong backs were added to resist the out-of-plane loads. - /ti," ///1-4 AJ eco 5 A/o..117/ 46 1 / /lop 6•N // // - - Gia 33 EXXSr-z.-,e: aR.,<U7 4.63 r,A1 I6K - vokz z 211. ;3 a(11., PC-A A (Q Z G lD / 055 c 3 VOL . 21 ./ e //b ' %o ' 1//' -I ''1/ T /Z t a 1- '.r2 6 _ "lc) 0 / N �Ex - ' �� /6 7' T By D L . GROUP Date ' MACKENZIE-I Job# Portland,Oregon I Seattle,Washington Vancouver,Washington Sht. 'I of www.groupmackenzie.com ®2013 GROUP M ACKENZIE. A RIGHTS RESEivEo • / eg 1 oPE,t) /7 'f 4 z. t 7 r 7 d I/9/n tsr "reitiC. o!'_'Ai-n.)A C I- �09 i�J = /f / 6,(A r. Sfl i`�"/Z �%�+L /' r (Z — /57 5-- )fix - AO-1'J 7 nh 2 role_ S;C 'f'O14 . '4 \ 1`-s-r (1,(v JZ•t:,.s ' y/7 5. ,I � i o,„., C 0,, By 1/ Ti l..- GRQUP Date T MACKENZIE' Job# Portland,Oregon I Seattle,Washington I Vancouver,Washington Sht. r/ of !/ www.groupmackenzie.eom 02013 GRouv M uCuNzlI. ALL RIGHTS RESERVED co? = 5, C" ��!�+it L 7•f� Y.vESS (o / _r. r, r `r Fo O. sSas S \fj? O.SL,S - �- _ .- r prx: W Z 1d l--\ ?t.F 26; 49 = 41gR. F r ,4 5 S,x No( Rtc0 geb -f av e 7 oiu Guceitil v. By •`( G R Q U P Date MACKENZIE � Job Portland,Oregon I Seattle,Washington I Vancouver,Washington Sht. of www.groupmackenzie.com ©2013 GROUP MAccEHziz. Ar UGH(S RESERVED • • GROUP RiverEast Center 1515 SE WaterAve.-P. BOX 14310 .97293 � -1C71` A K E �l Z l E N TEL(03 PORTLAND. 244-95 0O FAOX2 (503)228-1285 SQUARE HSS COLUMN DESIGN PROJECT NAME: La Cie PROJECT NO.: 2130079.00 DATE: 4/10/13 DESIGNER: DBL []Ss 1 ELEMENT ID: Strongback @ Man Doors RISC section properties functions are adopted by reference: iE Reference:0:\Structural\PROGRAMS\STEEL\AISC Lookup.mcd Supplementary units definitions are adopted by reference: �+ Reference:O:\Structural\PROGRAMS\Units.mcd LOADING 9k4ft M„y := Ok-ft GEOMETRY Column height: ht:= 26-ft Effective length factors: K,:= 1 Ky:= 1 (pb:_ .9 TRIAL HSS SECTION AND SECTION PROPERTIES Trial Sec tion: C := "HSS5X5X1/4" Fr:= 46•ksi E:= 29000•ksi A:= A(C) A=4.3 int S := Sx(C) SX=6.41•in3 Zc= Z,(C) ZX=7.61 in3 t:= t(C) t=0.233-in r(:= rx(C) r„= 1.93.in Zy:= Zy(C) Zy=7.61•in3 b:= b(C) b = 5 in Sy:= Sy(C) Sy=6.41•in3 r,:= ry(C) ry= 1.93•in SR:= b/t(C) SR= 18.5 Flange Slenderness Ratio SRS,,:= h/t(C) SRS„=18.5 Web Slenderness Ratio tl :/Ir • • r • CHECK OF COMPACTNESS Xp flange:_ 1.12 Xr_Flange:_ '1.4 Fy Fy FlangeCompactness:_ "Compact" if SR 5 Xp_fiange "Noncompact" if >p_pange<SR 5 ar_nn„ge Ref Eq F7-2 "Slender” otherwise Ref Eq F7-3 FlangeCompactness="Compact" xp_webFE—.2.42 Xr_web:_ S.7 Fy WebCompactness:= "Compact" if SR,5 Xp web "Noncompact" if >Sp—web<SRw_< Xr_web Check Sect. F7-3-Ref Eq F7-5 "Slender;No Good" otherwise WebCompactness="Compact" - BALANCED LOADING FOR COMBINED BENDING AND COMPRESSION := if(_Klir < Kx•ht Ky-ht Kyht Kx•htl Kik= 161.658 rx ry ry rx Compact Section in Bending - Mpx:= FyZ, Mpx=29.172•k•ft EQ F7-1 Cvinx c= 4b•Mpx 4)1\4„,_c=26.255•k•ft Muy 0•k•ft Muy=0.lc.ft Nipy:= Fy Zy Nlpy=29.171k-11 OMny_c:= 4)b4Mpy ci)Mny_c=26.255-k•ft NonCompact Section in Bending F M„x-„:=[ ipa*.-(NI px—Fy•Sx)-I 3.57-SR. E y lJ -4 4)Mnx_n= if(4)b•Mnx_n<(1)Mnx_c,ePb'Mns_n,4)Mnx_c) 01nx n- 26.255•k-ft EQ F7-2 Mny_n:_[Mpy- (Mpy-Fy-Sy)•(3.57•SR- E - 4)1 rAIm_n:= if((kb•NI„y_n <01ny_c,4b'Mny_n,(I)Mny_c) ¢Mny_n=26.255-k-ft 1 r riJ Slender Section in Bending be:= 1.92t.F(1(l _ .33.j--9 • F f` SR be=5.439•in EQ F-4 • b t2 + b•t•2 2 AefF = e' ' AeB =4.365 in Aeff Qa = A Qa= 1.131 Limit:_ E •4.71 Limit= 1 l 1.2 Qa•Fy b12 tb3 leg.— be t r 2 + 12 2 2) I leg•=20.697•in4 _ Jeff Seff b t Seff=8.683•in3 2 2 4)Mnx_s:_ ctb'SetF'Fy clA'Jnx s=29.957•k•ft EQ F-3 (13Mny_s �b'Seff•Fy C*Iny_s=29.957.k-ft • 4Mnx 4Mnx_c if FlangeCompactness="Compact" (I)Mnx=26.255,k•ft Mn„ n if FlangeCompactness="Noncompact" 43.Mnx s if FlangeCompactness="Slender" OMny:= cpMny c if FlangeCompactness="Compact" clMny=26.255.k-ft ckMny n if FlangeCompactness="Noncompact" cMny s if FlangeCompactness="Slender" MUX MuY J Unity:_ �v1 + �M Unity=0.343 ne nv Check) := if(Unity<_ 1,"OK","NG") Check1 = "OK" Q SB 1 (ft0