Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
t UP2c r- GO 138' IENI 76<5o s4 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. Costco Wholesale 7850 S.W. Dartmouth Street TIGARD, OREGON TIRE CENTER ENRTY REMODEL STRUCTURAL CALCULATIONS JULY 2009 ENW JOB NO. 93085013 >, ik\ , , ;- r DESIGN CRITERIA ] ' II ti CODE: 2006 IBC , I sio ` L e EXPIRES • 0 - 1 We get buildings built. • • • • 6869 Woodlawn Avenue NE • Seattle, WA 98115 I • 206.525.7560 • fax 206.522.6698 www.enwseattle.com Company : Engineers Northwest July 20, 2009 Designer : Jose Parada 3:11 PM Job Number : 93085013 Costco Tigard, OR Checked By: Global Display Sections for Member Calcs 5 Max:InternatSectionSifor:Member Calcs:::. 97 Include Shear Deformation Yes Include:Warping •• : Yes Area Load Mesh (inA2) 144 Mergeolerance:(in) 12 P-Delta Analysis Tolerance 0.50% Vertical Axis :: •:Y Hot Rolled Steel Code AISC: ASD 9th Cold AISI 99 ASD NDS Wood Code NDS 91: ASD NDS.:TeMlieratUie' " ""' l • ll Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment (in) : : l : 4: : • . Biaxial Column Method PCA Load Contour Pamie:BetaFactbr: (PCA) 65 : • : : Concrete Stress Block Rectangular 1.1CMCkectSections::: :Yes: : Bad Framing Warnings No Uhtised:ForCe]WaMirigs :::::: Yes Hot Rolled Steel Properties Label E G 1[4] Nu Therm (11E5 F) Densityfk/f03] Yield[ksil 1 A36 29000 11154 .3 .65 .49 36 :A5.72G.tatle.50 : : :11154. : ..3 .65 : • : 49 :::::: :::50 3 A992 29000 11154 .3 .65 .49 50 4 „ ,A500:42 : , 29000 11154: .3 65 .,„ 49 42 5 A500 46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Design List Type Material Design Rules A fin2] lyy rin41 Izz [in41 J [in4] 1 JAMB HSS8X3X3 Channel Column A500 46 Typical 3.636 5.949 27.806 16.268 .2 : HEAD. HSS8X8X3 Tube :Beam:::: :A500: 46 Typical: 535 545O& 54508 Member Primary Data Label I Joint J Joint K Joint Rotate(de... Section/Shape Design List Type Material Design Rules 1 1 1 M1 N5 N3 90 JAMB Channel Column A500_46 Typical 2 M2 : :NB: N2 90 : JAMB :1 Channel Column : A50.0246 Typical I 3 M3 Ni N3 HEAD Tube Beam A500 46 Typical 4:::: , M4: ” N3 N2 I : : 1::HEAD:::: Tube :::Beam: A500146 , Typical : 5 , M5 N2 N4 HEAD Tube Beam A500 46 Typical RISA-3D Version 5.0d [c:\RISA\untitled.r3d] Page 6 Company : Engineers Northwest July 20, 2009 Designer : Jose Parada 3:11 PM Job Number : 93085013 Costco Tigard, OR Checked By: - -' - Joint Coordinates and Temperatures Label X [ft]____ Y [ftl Z [ftl Temp Ell Detach From Diap 1 Ni . ... 0_ 14__ 0 0 2: ' ,:: :: :NZ: :::: . :::::: -::: 15.291 ... .1 ..: : 14 : :" - 0: ::.:: : ' : :II.. :0 3 N3 1.29 14 0 0 4:..: ,;:!::. :::: '':N4::: . ::::: : - - .:::::: - 19 0 .83: : • ::: :14 - ::::':: 0:: - :: - --:- 5 N5 1.29 0 0 0 1529 : .: :-: - . I I 0::: - ' :: :::0:: ' ' " 0: .: -:: :: :: 1 Joint Boundary Conditions Joint Label X [kiln] Y [Win] Z [kiln] X Rotjk-ft/radl Y Rot[k-ft/rad] Z Rot.[k-ft/rad] 1 Ni Reaction Reaction Reaction : •':" : N4 -::: Reactitin .. : . , • ReaCtion.....:. ---:- -ReattiOn • : - .- • • --::::::: .... - .. :: .... :: : ::: • • 3 N5 Reaction Reaction Reaction : - "N6' ]:::•• :: -- • : ::::.ReactiOn :: :::: - .. Reaction :' :::: " "Reaction ..... - • • ----i ...... ::: : Hot Rolled Steel Design Parameters . Label Shape Lencith[... Lby_yjf1 Lbzz[[] Lcomp top...Lcomp bot... Kyy Kzz Cm-yy Cm-zz Cb y sway z sway ... 1 M1 JAMB 14 2:::::I I . : . :: . M2 :,' :: :JAMB::: :-:::141 - --- -: - "" : " :: ":. . - . :" .. - :. -:-.:.:: :: : - :" .. " • ": . " :: -- ''': ' : - ( 3 M3 HEAD 1.29 19.83 19.83 19.83 19.83 t :Hk;::: . ! . H:M4. ::::;:::HEAQ :: 14:-H :::::19. ::::19:83 :::: ;: 1983 ::::: ':19j83::: : • .. : - : ::: . :: . : ::- s: ::: :::: .. • :::::::: :.:,.:, . :::: . :: :::: --::::: 5 M5 HEAD 4.54 19.83 , 19.83 19.83 19.83 Member Distributed Loads (BLC 1 : DEAD) Member Label Direction Start Magnitude[kift,... End Magnitude[kfft,d... Start Location[ft,%] End Location[ft,%] 1 M3 Y -.075 -.075 0 0 21 r " . .." - ' -.. :M4'±' ' . ' . .".' .:y... - •-:- • " :: • "'""'"'"""'"0:' •':" """"" ...... . 0..... - 3 M5 Y -.075 -.075 0 0 Member Distributed Loads (BLC 3: LC 3 Transient Area Loads) Member Label Direction Start Magnitude[kift,... End Magnitude[Idft,d... Start Location[ft,%] End Location[ft,%] 1 M1 Z .033 .033 7 8.4 ':- . : - 1: : :2:: : - :. .033: : :-: ,: . ;::: I:I033-- :::: :: i:::5.:4I.:: ..:: . :: ::::.: , -9.8•::::.:.: ... 3 M1 Z .044 .044 9.8 11.2 . .::4::-.:::: . : . :M1:-: - : ; ' I :.:::: Z::: :: ; ; .033: :.::::::-:: ::' ' .':.:033::::: .: :. :.::- I:11: : : I !::::: 12:6:: 5 M1 Z .033 .033 12.6 14 6 M2 . . Z' - - - . .033 ' ::.:::::' ".033:1 : .:::::: ::' -:::. 0:: -: : ::: 14.:::: 7 M2 Z .033 .033 1.4 2.8 8: - ::: M2 : Z :-. : .044: - : ::.:::::: ..044..:: : : - ::.:::' - 2.8 . . : :: .- 4.2: 9 M2 Z .033 .033 4.2 5.6 . 7:167:::::::: : :M2 ' - I I : . . : Z:::.': !::- : ,. ::::..033:::::: :: :: .- :::.0.33:: :; - - - ":::56-s.: .. :.::::::::::-.• 7:: 11 M2 Z .033 .033 7 __ 8.4 42::-: ::::.:::::. .::'M2';: : : , ;Z.::: : :: : . -: .. ::. - :::::::.. '.033:;.. :::. :: :H. : . ' . ::"'6.:4I'I ' I::: -; ' - ::; ' ; 98 • • • .- 13 M2 Z .044 .044 9.8 11.2 14:-::::: ::: •M2 : : -: .: -: :Z.- : - -- .033 - - - -.033 - - - : ::: -.:. . .. . 11.2 :' - :H::. 12.8 - :': - .. - - - -- .. . ' .. .. -- - 15 - M2 Z .033 .033 12.6 14 1 16 M1 ::: :: .::: : . :: . : . :::.Z: :-: i. . :::::,:: .. ::: . ..033:: " ' ....... : .::033: ' - - - - :'::: -:0:-:. - - .:: " ' .. ' i:1.4 1 17 M1 Z .033 .033 1.4 2.8 RISA-3D Version 5.0d [c:\RISA\untitled.r3d] Page 7 • Company : Engineers Northwest July 20, 2009 Designer : Jose Parada 3:11 PM Job Number : 93085013 Costco Tigard, OR Checked By: Member Distributed Loads (BLC 3: LC 3 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnituderk/ft,d... Start Location[ft,%] End Location[ft,%] 18::: ::- - - - - M1 - :, - •:.Z - :::: ::: --- - ':::044 - - -- — • - • - „044 2.8"]:;::::: -- .: ---- - -. - . - 4• .: 19 M1 Z .033 .033 4.2 5.6 --20:-: - ; : M1 ............ -- - • :, - Z I. ; H - ::033 .. :- -.::: ::: -- : - -- - :033 - . --:: :: -: - 5.6 - - :.: -:: - -- " • Basic Load Cases BLC Desch .tion Category X Gravi Y Gray Z Gravi Joint Point Distributed Area Me... Surface ... 1 DEAD None -1 3 LATERAL:::5PSF.' ' None 1 L 3 Transient Area L.. .:::::::: : ••: --- : .-: :::- :-:: ------ : - ::-: :::.:: ------ . : • ; -: -- None 1111 Mil 20 IIIE H L Load Combinations Description Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DEAD Yes 1 1 2.s::: LATERAL:::: ;-:]:Yes - ---- - - - .'2::::::1:: ; - -:::: I •• . -..: : • • .. ... .... .... ..... :::: :: : : " 3 DL+ LAT Yes 1 1 2 1 Load Combination Design Description ASIF CD Service Hot Rolled Cold Formed NDS Wood Concrete ( 1 DEAD . Yes Yes Yes Yes --------" - 2 „ :!:V1/4TRAI. .:.:,::-.:: . ::::..:..:: „ --:-:- :. . :.:„.:- : -.:. : Yes Yes : : : - 1.1Yes - :::::::::: :.: .... : . Yes 3 DL+ LAT I Yes Yes Yes Yes Joint Deflections LC Joint Label X [ml Y [ml Z [in] X Rotation [LY Rotation f_„Z Rotation [ 1 3 Ni 0 0 0 0 -4.895e-4 -1.765e-4 2 ...... !".. .:..3 " . :----, "-- ....... N2 " :. • : 0::--- - --- --- , 002 027 -:- ... - . :: ... 0 ............ 3:598644:':::.:1:::93764::: 3 . 3 N3 0 - 003 .008 0 -4.679e-4 -2.378e-4 4 - - - . " 3 . . ..... - - - N4 .::- :.. . : :. :0:: :- :.:: .-..:. : :0 : . ..:. ' "" ' 0 .. ; . : .. ... H „ ".:5:521044:::::.9:27266: 5 3 N5 0 0 0 0 -4.679e-4 0 =1 : : . ' ' . : : ' : : : : " ' ' ' • : - N 1 6 : : : : : : : . . . : : ' : : : 0 : : : . : : : : : : : : : - : " 0 : : : : : : : : - 0... : • : : : ' 0 : : " i : :159804 Joint Reactions LC Joint Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft] 1 3 Ni 0 -.769 -.285 LOCKED 0 0 2 ,.: 3 : : -: : ': N4 -: .:.. : . : Cr::::: :::.;075 :r: :..205: :-::: I 0:::::: - - 0 :,.: ... ::::02 3 3 N5 0 1.699 -.245 0 0 0 .... 4 . 3 .:.:: : N6 -:: - .7 . - 0. ., i . - :::.245.: :1. 0 s :: 0 'I... : s : :- 0::11:.:.::.:1 5 3 Totals: 0 2.197 _ -.98 6::::: ::::-3H - : -:- COG.:(ft): ::::•:: -.---- jC.:9:659:: : Y.12. : :!:Z.0::::. :. '-:.::: :' 77::: :- :::::-;.::::- ( : Member Section Forces ' LC Member Label Sec Axial[k] y Shear[k] z Shear[k] Torque[k-ft] y-y Momentfk-..z-z Moment[k-... 1 3 M1 1 . 1.699 -.245 0 0 . 0 0 :2.„, :::.;]. . ;•,: : :. .. . . ... .... : 1: - .655: - - 7 s ... ::123 0 - - .-- - -77 ... . 0 :----- : .... . . . . - 0 -: c . . .. : 1 .:: 654::::::: RISA-3D Version 5.0d [c:\RISA\untitled.r3d] Page 8 Company : Engineers Northwest July 20, 2009 Designer : Jose Parada 3:11 PM Job Number : 93085013 Costco Tigard, OR Checked By: ,---\ Member Section Forces (Continued) LC Member Label Sec Axial[k1 y Sheol z Sheol Torquerk-ft] y-y Momentik-..z-z Momentrk-... 3 3 1.612 0 0 0 0 .858 4:: :: :::': . ...::',:- :: ::•:. : • :.: , •-• •:. ------ • :, C::: .,...,.. - :: - •:::.123:.I. ::11: .......... 0:-:;::•: . ::LZi_L..01II. :..:: ....±±01 ] ..... 1 5 5 1 .525 .245 0 0 - 0 0 :::•6 • : - 3 . .... - M2 •.::•.:•.:. •:. ..:: I:: :' : .•:1::342 • :.. •.::- ..4:245••:'1 .• - •:::.:: . 0 - •:::•.•••." - ::••••:.0••••• . :•::• .:0 • - - :: 0: _. .... 7 2 1.298 -.123 0 0 0 .654 : ,- : i : •-• -:::•. • • , - •• ••,: i • 1 :::•.::••::::0 • : . :•:::::-.0-: :: • : : :: : 0. , ....... ' . .::: .. .. il ' 9 4 1.212 .123 0 0 0 .654 la::: ::. - .. :::: ::',... • '•*;: ;'-':• ' .. "'.:::: :: 5 ...: ' . . . : 1168'. ''l •: •:.: .245 - • :' :::: . - :•0 1":".: •:'::•::;:'0' • .]:•::0 :: .::: •::. ::.•'..0:.:: 11 3 M3 1 0 -.769 -.285 0 0 0 12:!: ...: ... . .:::• • •. . -:' - . .: .. :::.:2:; .::':.....::0:--- -..-- :-. ::: . - : -285 :::::0:::. ' ::: '' ::.: .11 --:7;.•:092.:..: ' :.::: '''''' .:.: ' .:253:'• -- 13 3 0 -.829 -.285 0 -.184 .515 14:::, ,,,-„,-„,- :1„...., .. ...„. , .. :,,,,,,,,,.,..,....„.„:„ „,,..... .... :0 ,,„„ .. .... .. : ............285-,,,....,..7:..,,-, ... ,:...,276,,,,:,,:, ,,, . .787.'• 15 5 0 -.889 -.285 0 -.368 _ 1.069 :::•16.: •:- : . . . . ..... •••• -.-- M4' • ..... . • . ..... •••• • .l...:1:'''' . ' . . ..... 0 .• . .. : ... . ..... .636 : : . .. .: -04 • :•• - • 0 . :::: .. :: :::' . '::4:168:•:•• •••• ... . ... .1069; .... . ... 17 2 0 .31 -.04 0 -.508 -.587 1:8:::' :: . .-. . . . :•:: • ..•...:. . . : -. ., - '........ ...: .0. . . ... . . . ........... :"::.''""017.::::::::: .. . ...::04.:: . : ... '::::•::::- ::: . - 0 . • .. ,...:•: . • ..... :'..- :::.: :•-:: 19 4 0 -.343 -.04 0 -.789 -.471 ::::•211:' ::: ... ::.: . . . -- - -- . • : .:::.:5::: :- .: ......: 0 ...: ..:: ;.:::::::.:::::. . :-- 67 . • . . . . . •••: • .... . . ••:'04 . r:-:J. . • . . .. • . .....0.::::- ••:. ::: • -- 93 •••• • ]-- - '1:302 21 3 M5 1 0 .499 .205 0 -.93 1.302 :22 : : : : - : : : - - - - : . - 0 .....:: ... . .. 3931. . 205 ::•: .. • :•:• --,698 '-:-:::.•: .:'H: : ::: 23 3 0 .287 .205 0 -.465 .411 24 ::: :::•.: . :::: ::•:..: .. : ,..: • - -:-.: •:. • • : . :. ...... "'''' . ::::.:.::::205: ..: - •:•.•••: . . . : .... . . 0::.:: . • ---• :- : ::".•233 •-:•••-; 145 :•-•:::::: (- \ 25 5 0 .075 .205 0 0 • 0 Member ASD Steel Code Checks (By Combination) LC Member Shape UC M..Loaft]Shear..Loc[ft]... Fa[ksil Ftf ksit Fby[ksi] Fbz k... Cb Cm Cmz E•n 1 3 M1 HSS8X... .105 6.854 .005 14 y 8.656 27.6 27.6 27.6 II .6 H H1-3 2:.:: 3: M2 - • HSS8X L T;094.P..8.4:.: :::0::•::: y 8656:. :27.' - • " . ....27.6„ . .„.„.... :27::6: :::.' 6.: H1-3 3 3 M3 HSS8X... .049 1.29 .017 1.29 y 16.878 27.6 27.6 27.6 1.75 .6 .85 H1-2 :.::•4: 3: :: :.:M4.... F18.88X'-': !:076:. ::14:.:i:::013:: . :14: V.161878 27.'.6: :: . .. : .: 27.::6::::.: ....... .:: . :: .. :1:. :27.6::.:1109 . 158 8.6.H12 5 3 M5 HSS8X... .076 0 .010 0 y 16.878 27.6 27.6 27.6 1 .6 .85 H1-2 ( '. RISA-3D Version 5.0d [c:\RISA\untitled.r3d] Page 9 • Y . I is 4 z x _.075k/ft OOSksf 4APT... . 10 \ . , a► + s, :�i5 •.� 4 . 4 , 0 , • ..„ : : :..1„ ..,�1 „., 4 , , 4P., **4 ∎∎••••4-.401P ;3 • `;•∎•• .. ..... + tim.b 40 • ►.......4 �Ye.w ,�► , ► , ►4►.. .......•... oa. >..... 3 ►....... *4 ae ►•►4►.4.,), ►•*•*•*•*•►•*•*•*■*•* * 4. ” 4 h * 0 4 • • 4. 4. ■ ►�j * , mi :bA4 0+ , 4S4 ..............C.. t 0. ►►- ■•► ► ................. W +.. 4.. • • 6 ►•+ *+*+*+•►*►*+• +•+*+• +•+• +• +• +••. . 0.0- . : . ►'► ► ................... " 4 .................. * * * x ► .................•••C "+F''4. *********************4.44p4- ► .....................'... * 411f ♦....................4•.'84. 3 ►.......♦ , 4 � + + + + + + + ++ + 4, ►++++++++ * ► +* + + +�* ............••.. + +. *+4•. + ♦ - : ►.+.+.+.+.►.+.+.+.+.+.+.+.+.+*; , �+,...#b�S► .., ► .................... * 0... .................... (.7 �d r .................... ►s►... ,s 4''............................... ..., . *.*. *. *. *.*.*.*. *. *.* s4► * . * . *. *. *.*. *. *. *. *. *, .. ► * . * . * 4 ...W 4 • Loads: LC 3, DL+ LAT Results for LC 3, DL+ LAT -- "'Engineers Northwest Costco Tigard, OR Jose Parada July 20, 2009 at 3:12 PM 93085013 untitled.r3d Y 0 40 - Z X • • 61 G am` e, ,t iA sls ::. er/ .,4 C) �._ M SC M • Results for LC 3, DL+ LAT ngineers Northwest Costco Tigard, OR JoselParada July 20, 2009 at 3:06 PM 93085013 untitled.r3d