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itECEIVID JACOBS MAY 2 2017 __....._ __, CITY°FUCA D --' - '',' 3 ' 1 T ' i STRUCTURAL CAL I ' .41 0 A 0 or O 2pec,:.41 Mcmert-resisting Concrete Pame 1 .. 0 Ac - j Steel&Prestressing Stee Tendons 1 ... a .. 1 - Structural Oildei lrI 0 "..i.'i 0 Hgh-Strnint Dong ! ' Ti.ard, ORi.7.21 Struciural7Vtasenry i l . E3 Retx.:orosci rlyr.,surn Concrete STYRENE ONVEM ION r;:i Ccncrote FRI ka't-ltiale(A NCHO - i GE — -IF:Py pr-4 ,, d Firs-FisisVve 1.4,,,,, Ran;and LI . *- E. ..,,...., ::, . .,„ ; -.-.. F.:on nn, IffinProject o. 25_PW31)_ _ O Apri 3, 2017 - 0 cs,,,,; IlieretTe- . * . - - . • . ons were performed by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Oregon. Review of this project is limited to information in these details and calculations only. These details and calculations are for the project and site referenced above, and do not apply to other similar configurations at this or at a different site. No responsibility and/or liability is assumed by, or is to be assigned to, the engineer for those items beyond those shown onctilitaditotilitalb calculations. REVIuw.e,D FOR CODE COMPLTAT-CP. 114 Kweku - ; - Haft- ' • ''i'ef4 !‘.ernut#: t...*'26(7—(10(O7,1\----c, IN t dress: '-"A0460.)1421 1 . .• . ....._ t te#. - rispipe Date:44i --.ft P CRECUT—r- c"`• ,(41., ;),'• 7 4, A.— ,.s. .-Z' „ 414 I°?1'7 OFFICE COPY _ JACOBS ENGINEERING 5005 SW Meadows Road, Suite 100 Lake Oswego, OR 97035 JACOBS Page CALCULATION SHEET of PROJECT NO.: 25PW3020 CLIENT: Agilyx CALC.NO: 01 REV. NO.: 0 PROJECT: Styrene Conversion ORIGINATOR: KG DATE: 04-03-17 TITLE: Structural Calculations CHECKED BY: CRL DATE: 04-03-17 Table of Contents: Pages 1. Introduction 1 2._Shredder SH1 — SH25 3. SCS Skid S1 -S68 4. Tars Tank T1 -T8 5. Dust Collector DC1 - DC3 6. Product Chiller PC1 - PC14 Introduction: The following calculation is for the anchorage design of the,Styrene Conversion System,for the Agilyx facility, located in Tigard, OR. The existing CSS skid is to be re-purposed to become the SCS skid, with various equipment mounted on.Anchorage calculations are also presented for other equipment, as noted above, to be mounted at various locations inside and outside the plant: The design is in accordance with the 2014 Oregon Structural Specialty Code (2014 OSSC). Design Maps Summary Report S-4}# illitISGS Design Maps Summary Report User-Specified Input Report Title Agilyx Wed February 8, 2017 20:52:55 UTC Building Code Reference Document ASCE 7-10 Standard (which utlizes USGS hazard data available in 2008) Site Coordinates 45.4272°N, 122.7589°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III k .,7'0.-rtia.,,--n- d J, (11* ::-: iilli e 7,1. ' t 4, t. } X ,�iy �y/ ttr, "'' „, S m.s ": a# ./.-:‘'...,-,AAA 's Y � y�y ' r . �,t A`es: -,t °. { « ,- , s x i . �4+„ ,®, � is 4414- iw f �z -44.1,-'4'ii,' or N'rz !,--,..1,::s,A �f^4(:4,'4�. k.` " '::',..V;','.',#;:-` ,;� fi 6,,,A,441-"--'1,:;''{ t' 'kjk �"y T xYi,,,,, ,,',::;-,.'24...,:.:,,,.; � � d .:: ;-,?., y t .�„ k :fie � .... %. _ ,._. . <:,k+.-..iswmt> _4,4-, ,, ,s y 4 �� fi t,' v,a• -,..' '' h§ USGS-Provided Output S5 = 0.974 g SMS = 1.082 g SUS = 0.721 g Si = 0.422 g SMS = 0.666 g S°1 = 0.444 g For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0.89 1.10 0.90 0.99 0.72 0.99 0.64 0.77 0.56 .. Q'+ 0.66 1 0.49 ri 0.55 l 0.40 0 471 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.09 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period,T(sec) Period, T(sec) For PGA,, T, Cps, and CR, values, please view the detailed report. http://earthquake.usgs.gov/designmaps/us/summary.php?temp late=minimal&latitude=45.42.., 2/8/2017 JACOBS Subject�/T""7�L��� Project _?--° 2-0 -- b Sheet No. 2 of Authored by l'64, _Date 410? Checked by Date pc.. .. C--4F-e- 12, , 1 ° 0 (RU a i fAx [ .7L 2 ) c.):±11/2212_,IL) r ) . p 1,0 1• ( �� �. a pay A.,.,rJ i t n 3 2 ( 0 .9-2/)t /•Q.1 J O2/( kip if t* ' .' p Fit L-° ki i rt, S S 1 414-4-4,— 44 sr, v+= " v flip R-r t..t.=L31 /S' r l¢ sj r P r .s c 4.71_46.1- g.„p i 9. 1 To - 5ri c� 4;5� /0 # e r'?7� Subject iAe.YrX Project 4L.2 ~P 2'0 " JACOBS r-747 1„,5441.9z-L9z- Sheet No. St/ 1' of Authored by Date _ 42_ Checked by _Date /7'7; ( 49Q r AAr („e_c-40 2-16 (44, 9_,(...2) ",/ /04g do #� e- 4-/ji4-L �- �- 04= u PP4 .7 r-.,4-6 s i 7d s'i'r .2'h b t=71-- r¢ "- 10.-0 2 + ?a cAJ, 0?, fo ) P(.4z Z M A 49,2- r2 /icA ht,, .. &vrPr .yr pPa v .J 4 en-)zf "Pt /1 2 - fl , h1142~13 'i //16, /'1R rs Y ) 24 >J I cl Fi 4 bj 4-6 Co rt,..4>,,j 4-r2 nJ( OLM I Z _, ,`r .,_ _. r` r r a SAF 'Cy- fi !n a _s x d a n [..,,._-•;.:-,iar,r1:14;.,7' ktrix 'p.,4 '. ''..-,,..',::-t',..,,!,14„, ' tit f#,, [.0,11:14,- KI.,*.4.1.,*!".1-Yiliti,t4,114,*;',' ,,,..w.:::N? ' •;46*--,.....-4 ' -.,,r. • •,,, ...t.104,-, ;..7: ti,',4+4, rliotm:g ri,,,,,,r0,0,;.-At..xl.t...zzo*,44,-,- -i,t,-?e'..,..'46,4-''• ` ' ' > "A ^.. ..*-',' ' ,.t. $34:* Iri;-t"..,..Af 44-.4.,"AsAmitt*,,,Tt...,,,1:..-e,.". -. „I, ,i.„,..„,,,„,..,,,„..„,,,,,,,„:„.. ,„,,,,,,„, ..„..,,,, ,,„,..... „,. , ,.r.,,e, „- ,, 4,..4-4,,,,,,A,,I: fr,„,,,,,tr,,,,,,,c..„:„,,,,,,,t4,,,,,,,:tt,;44,,,i,,.,. '.414',,,,,Ita'‘'ettl-,..- ,414,- .."-% --1.i, --, '.--.1,'.. , .,‘ii Of, 41 4,:f:14.A 1, V rI4,12*Nittit t'%:71:t:'164T.-:11.7L''..'nk IA','''' F.7.4: p `-# b: -i T �trlp, iq w• t'Z�4S�sY A 3 , 3 L E`4d,' $ A4 4x71 .,, ., Cas;' it''„ I k"4T_— i 17- ""'' ":a* ate„ ' nes: ^t y .' .kr quk_ �` t p$�� ���yry,N ?{ i'��1 'i" 4 F I Ef�t§ F t� �� �;e,'. : } #; , axe - v. a!` of ....r..",..: ,rvc E fPi' I Y 19. Z �► X f ,stii: :::,,,,.7.,.:,.„. .llAttroicN 01 L � 00039°54#4? '' .E......,,,i,-.':;;;;7i.5'. i.:&-' , ::,,,,,„„,.-,-:'''- _ .,.,61.,::::,,eff. 4-/:;.1:4,tit: t ,,� , ,,.. .4:..,,, ,,,, :'.:;If.r.:'.:'-'":::''...-1''.;IN ' N Nih.,:o. -'.1.;.-,-0°— 1 4.,..,,..k.-P: /11 1.11 6;ty? NI:i. i.t.:,,,,t,:k.:::""ti: .1‘41,11,:v.',,,;,'...1.:!ir,171" It:1i 4 G1 , Y i ItIF Envelope Only Solution JACOBS SK- 1 KG Agilyx Shredder Stand Feb 23, 2017 at 2:26 PM 25PW3020 Shredder Suppt_Case 2.r3d 41. Y ¢� °� Z /1. X ��f �` 110 1111‘ 'N2s 0g0 J26 N10 ki\'6 4 4178 N22 .#41(11.6if 6 11 E7 N20 1711 2 .4 12 N_ Lr 6 Envelope Only Solution JACOBS SK-2 KG Agilyx_Shredder Stand Feb 23, 2017 at 2:27 PM 25PW3020 Nones& Members Shredder Suppt Case 2.r3d Y p4• 0 z x DI el h ,. Sss+% cy* n N S 10 oss Cq+�? 22 Gy�9 6 4111 x Gyf 1 = � to hsss = h +3�3 U.+ m N20 in N 2 S f'M12 Cn N N S 418 M N S 443 414 Envelope Only Solution JACOBS SK-3 KG Agilyx_Shredder Stand Feb 23, 2017 at 2:27 PM 25PW3020 Shredder Suppt_Case 2.r3d Y 10-4 110. Z x —01,1 • 10. .33k/ftOf /.. ) ''ryrr IVB" '!`y Or .33k/ft 0' distv p. aot -.17kift OP' -.17k/ft ! I • J.I • s Loads:BLC 2,DL_Equipt(Op) Envelope Only Solution JACOBS SK-4 KG Agilyx_Shredder Stand Feb 23, 2017 at 2:28 PM 25PW3020 Shredder Suppt Case 2.r3d 40 0-4 Y //�� Z / X -trilU ........... 44.4 96. 104 444‘ 44111 Loads:BLC 3,EQX Envelope Only Solution JACOBS SK-5 KG Agilyx_Shredder Stand Feb 23, 2017 at 3:56 PM 25PW3020 Shredder Suppt Case 2.r3d Y 41 • Z x • 96k 11111. f,» ,0. Loads:BLC 4,EOZ Envelope Only Solution JACOBS SK-6 KG Agilyx_Shredder Stand Feb 23, 2017 at 3:56 PM 25PW3020 Shredder Suppt_Case 2.r3d Company : JACOBS Feb 23.2017 F:') T Designer KG Company ; JACOBS Feb 23,2017 KA A„(J 3+ iiS!°a Job Number 25PW3020 3:25 PM 6� [A 4 r Designer KG r s c e n s L o s I E s Model Name : Ail _Shredder Stand Checked By: t 3 kT'J EJ .vtiL Job Number 25PW3020 3:25 PM g Checked By: TECIIIIIILDOIES Model Name : Agilyx_Shredder Stand Basic Load Cases BLC Description Category X Gravity Y Gravies Z Gravity Joint Point ',Islas Are - Envelope Joint Reactions 1 DL g ry y a[Member)SurtecefPla„ DL 1 - t x rkl_Lf__y tklrkl LG h MV fk tLl 1__r�A I.01)k-ftl LC '-DL_EFOX(QR) ':`DL -- .-: _. 1 N3 _ max D 26 1 a7 3 4- 27 4 . 0 ELX _ 0 7 p 4 ._'''•_:,:EQZ .22 1 2 mm 0 23: -.23 "24 -:21; 27 _0.. '7:' 0 :0, 7 . 012 -.22 1 3 N4, _, max .19 24 2.2 26 .21 24 0 7 0 7 0 7 4, min '23 27 89 23 22``"27 0 7 0 7 0 7 5 N7 max 2.17 21 5..7 21 .68 2? 0 7 0 70 7 Joint Loads and Enforced Displacements(BLC 3:EQX) 6` mm a 23 ?A (3 '). 28 .66 29 0 7 0' ` 7. 0 ''. '7 7 N8 max .04 23 2:36' 26 .65 22 0 7 0 7 1 I Joint l abet I Li)M I Di X inn MaanitudeIlk k-fti(in radl(Ms^2/0.1 8 min -.04"' 26. ,65' "23 -63 29 0 - T • p 7- 0 7 N29 j 95 9 N11 max 07 9 1 A4 99 2 94 D 7 0" 7' 10 mm .09 26 28 29 -.21 27 0 7 0 7 0 7'.r Joint Loads and Enforced Displacements(BLC 4:EQZ) •11 N12 max .07 23 3.17 26 19 24 0 7 0 7 0 7 .u . . r •. 12 min -.08 26 °:,;_1.07 23 24 :P7 ,0 7.:. 1 N29 0 7.: 0. , ._7:::. L Z .r.95 .14 Totals• max 2 12 21 6 94 7 212 24 min -2.12 '28 '3.77 '24 -2.12• 27- Member Distributed Loads(BLC 2:DL Equipt(Op)) Member Label Direction Start Mnituderwe EndM Material Takeoff 1 M1313 ag 33 FJagnitudejkM.F1 Start Locetionfft%) End Location[ft%1 Materiel 2 M15 Y -.33` -.33 0 0 1 General sire Pieces l anatnrfll weiamlKt 3 M1Y -.33 33.17 0 0 .2 RIGID. 6 4 M14 Y 3 Total General 6 23:9. 0 4 23.9 0 5 Hot Rolled Steel Load Combinations 6 A36 C4i72 1 7 A36 1:7` 0 1 Descrption _5. P.,S BLC Fa.BLC Fa. BLC Fa„BLC Fa BLC Fa •B Fe 3LCFa B Fa.8..Fa.B Fa... R A36 �C3X5 6 20.9 2 Y 1 1 HSS3x3x3 4 147 „0 DEQ t(QV) •Y 2,; ,1 3 9 . A500 6 24.8 .2 -10 A500 HSS6x3x3 2 7 3 0 211 Total HR 4 EQZ' Y 4 1 Y 3 1 Steel 19 69.3 .5 5 6 r Load`Combinations 7 1.4DL Yes Y L1 1.4 L2 1.4 -8 1;2OL+1.0E0X'+0i5LL ''V 11'11341`21:34 La '1' _." ... 9 1.20L+1.OEQZ+0.5LL Y L1 1.34 12 1.34 L4 1 10 09DL+1:0EQX" Y 11'.7 12,.76'1 3 1 11 0.9DL+1.000Z Y L1 .76 l 2 76 L4 1 12. 13 1.2DL-1.0EQX+0,5LL Y L1 1.34 12 1.34 13 _1 14'1 2DL-1'OEQZ+•O.5LL V 11 13412'1'34'L4 -1 15 0.9DL-1.OEQX Y L1 .76 L2 .76 13 -1 16 0 9DL-1.0EQZ Y L1 .76 L2''.76 L4 -1 ' ' 17 18' 'DL+'DLEaiilpt(t)nSl- Y L1 ''1 I.2 '1 19 20::.Combos with Omega 2 F... " . . 21 1.2DL+2.OEOX+0.5LL Yes Y Li 1.34 L2 1.34 L3 2 22 ,':12OL+2i0EQZ+05LL'Yes'-:Y 1131;34 L2 1.34 `14` 2 ' 23 0.9DL+2 0EQX Yes y L1 76.,L2 76 L3 2 24 ' '09DL+'2OEQZ "Yes`Y '''L'1' 76 L2-':76'14''2' 25 26 ,.12DL-2.0EQX'+_0.5LL Yes y Li 1:34 L2;1.34 L3` _2 .. . :• . .. 27 1 2DL-2.0EQZ+0.5 res Y L1 1.34 L2 1.34 L4 -2 28 0:9DL-'2.0EQX Y.es Y L1 .76 13 :76`L3 -2 " 29 0.9DL-2OEQZ Yes Y L1 76 I 2 76 L4 -2 RISA-3D Version 14.0.1 [G:\...\...\...IAgilyx125PW3020_Styrene Conv\Shredder Suppt_Case 2.r3d] Page 3 RISA-3D Version 14.0.1 [G:1...L..\...1 Agilyx\25PW3020_Styrene Conv\Shredder Suppt Case 2.13d1 Page 4 I T\1? • ` le • }$ Company : JACOBS Feb 23,2017 try:, [T17 J"Y� Designer KG 3:25 PM �r' r Company : JACOBS Feb 23,2017 ,] K .f�::aiv"'s Jab Number 25PW3020 Checked By:_ Ft* _ Designer b Number : 25PW3020 3:25 PM •e c a a o i o r c a Model Name Agilyx Shredder Stand A a ie..:14,,ij/ Checked By:_ r a c a a o r o a,e a Model Name : Agilyz_Shredder Stand Joint Coordinates and Temperatures Member Primary Data(Continued) Label •'.� .'� liiiMe _ 8.73 0 - - r.rr• u.. ., �.:. 1 Ni .81 4.125E� u \_r ®�5B � � IIIZRMMII 2 _ 'N2 Te jF7 Detach From Dia . . r a• _ 3 N3 .81 0 0 17 M18 N22 N21 C5 Beam a-r - : 6 Tvoical 3 N3 81 0 18 M18A N24 N23 180 C4 Beam '-Channel A36' `Typical 5 N5 18'73 0 19 M19 N25 N26 C5 Beam Channel A36 Tvoical .35 4.125 4.63 0 .20 M20 N29 ``N1 RIGID None None` 'RLGID- Typical 6 'N6 3:08 '4;125 4:63 0' 7 N721 M21A N29 N2 1.35 0 4.63 0 RIGID None None RIGID Typical ::. '22` M92 . `N29- , ..NS RIGID None None ..: :RIGID.. Typical': 9 N9 0 4125 0 0 23 M23 N29 N6 RIGID None None RIGID Typical 10 "N10- q 5 4'125 0 24 M24 N29 N9 RIGID None None 'RIGID' ,Typical 11 Nil 0 0 p p 25 M25 N29 N10 RIGID None None RIGID Typical 12 . N12 4.5 0 13 N131 35 4.125 8.73 0 Hot Rolled Steel Design Parameters 15 N155 1 35 4.125 0 0 I abel Shape Length[fft Lbwfftl Lbv[ft1 Lcom5Jm 4p((t]Lmmo hotfRlL-tau Kw Kv Cb Function 16 N11 M11 HSS 6x3 2.79 3`.08 4:125 0 0 Lbvv Lateral 17 N172 :M12 Column "'413 Lateral.35 4.125 6 47 0 1 18 N18 3.08' 4.125 6.47 0 "" 3 M13 Column 4.13 Lateral • 19 N19 1.35 2.285 4.63 0 Column 4:98 - :Lateral 20 1420 3.08 2.285 4;63 p =' 5 M6 Column 4.13 Lateral 21 N21 1.35 4.125 4.05 0 6' ' ''M7 .Column ':4:13 °'.Later it 22 N22 3.08 '4:125 . '4.05 -0-- 7 M9 HSS 6x3 4.5 Lbvv Lateral 23 N23 1.35 4.125 4,82 0 8 M10 ' .Column' 4113 .Lateral N24 3108 4.125 4:87 0 9 M11A Column 4.13 Lateral 25 N25 1.35 4.125 .58 0 11 2A VB1 4:47 Lateral 26.. N26 308 4.125. 58 . . . ..... 0 11 . M1C5 4.16 Lbvv Lateral 27 N29 12 M139 C5 1.75 5.58 3.75 0 _4 63 t byy Lateral 13 M14 C5 4.1 Lbvv "14' M15 C5 4:63 Lbyy._. Lateral Joint Boundary Conditions 15 M16 V61 2.6 Lateral 16 ,N117 VB1 2 6 Joint Label X Ik/in] Y Nin] Z fk/i] X Rot fk-Nmdl Y RoL[k-iVradl Z Rot]k-N/rad] 17 M18 C5 1,73 Lbvv Lateral 1 N3 Reaction Reaction Reaction '18 M18A C4 '1:73 Lbyy Lateral 2- N4 Reaction.- Reaction Reaction 19 M19 C5 1 73 3 N7 Reaction Reaction Reaction Lbyy Lateral 4 N8 Reaction. Reaction Reaction 5 N11 Reaction Reaction Reaction Hot Rolled Steel Properties '6 " N12 Reaction 'Reaction Reaction Label F[kg G fksi] Nu Therm 1116.Density]]dft. Yield[ksil Rv FU]ksl) Rt 1 A992 29000 11154 .3 65 .49 50 1.1 58 1.2 Member Primary Data 2 A36 29000'"'11154 3 "'.65' `49 36 1 5 58 1.2`_' 3 A500 29000 11154 .3 .65 .49 46 1,4 58 1.3 Label I Joint J Joint K Joint Rotale(dae)Section/Shao: Tvoe Deafen list Material scion Rules 1 M11 N2 N1 HSS 6x3 Beam Tube A500 Tvoical '2 M12 -1,11 . N3 - 90`' "'Column Column Square Tube A500 ' Typical`'. Hot Rolled Steel Section Sets 3 M13 N2 _ N4 90 Column Column Seuare Tube. A500 Tunical 4 M21 N1 N4 VB1 • VBrace Channel A36 Tynical':' Label Shape type O Tub List Material Design A Iw UM]Iv fin41 J fi.1 5 MB N5 N7 90 Column Column Sauare Tube A500 Tvoical 1 HSS 6x3 HSS6x3x3 Beam Tube A500 Tvoical 2.93 4.55 13.4 11.1 -6 M7 'N6 ' ' N8 90`' 'Column '`Column Souare Tube'"A500' Typical 2 C5 • "C5x9 Beam Channel A36 '".Typical `7:64 ".42=' 8 89 11,' 7 M9 N10 N9 HSS 6x3 Beam Tube A500 Tvoical 3 C4 C4x7.2 Beam Channel A36 Tvoical 2.13 .42 4.58 .08 8 . "M10 N9• N11 90 :Column 'Column Sauare Tube A500 Typical` 4` Column HSS3x3x35Column S i hannel Tube A500'' Typical '189 2 46' 2 46 4 03 9 M11A N10 N12 90 Column Column Sauare Tube A500 Tvoical 5 VB1 C3x5 VBracl Channel A36 Typical 1.47 24 1.85 .04 10 M13A N6 N7 VB1 VBrace Channel A36.. '-yoical 11 M12A N13 145 180 C5 Beam Channel A36 Tvoical 12 ''M13B N5 N15 180 "' CS Beam''''-Channel. ' A36' Typi l-' 13 M14 N14 N6 C5 Ream Channel . MB Tvnical 14 M15- • -N6' N16' ' ' C5' Beam` 'Channel A36:: Typical` RISA-3D Version 14.0.1 [G:\...1..\...\AgiIyx125PW3020_Styrene Conv\Shredder Suppt_Case 2.r3d] Page 1 RISA-3D Version 14.0.1 [G:\...\...\...\Agilyx\25PW3020_Styrene Conv\Shredder Suppt_Case 2.r3d] Page 2 L ID Subject 4-4-1,-1/44(4)( Project M./J/1)1NA.7 oz. JACOBS ri+42„----,00C--iL chi-At Sheet No. of Authored by /4-4 Date (1 74- Checked by Date 4-tr>.) C-44-01L-4-41-e- 0ia-t , k } r-s- ) lkyi .12, r. .g,c• 1 n- ci55,7 /!'/ I _c /A./dui/04 c"Air" — t_i g-6:- o.- Li--7-9 P4s-1—' i 42)7,2 k) tilt-PI tfir'- itY.2 0,0 /1-A l'AZ t...,..:4- , c_14%",...a4,0 , r Company : JACOBS Feb 23,2017 '* Designer KG 2:25 PM A Job Number : 25PW3020 Checked By: TECHNOLOGIES Model Name : Agilyx_Shredder Stand tek/ 0 - 2. 3 Envelope Joint Reactions Joint X[kl LC Y[kJ LC Z fkl LC MX[k-ft] LC MY[k-ftl LC MZ[k-ft] LC 1 N3 max 0 26 1.47 27 .2 24 0 7 0 7 0 7 2 min 0 23 -.23 - 24 -.21 27 0 7 0 7 0 7 3 N4 max .19 24 2.2 26 .21 24 0 17 0 7 0 7 4 min -.23 27 .89 23 -.22 27 0 7 0 7 0 7 5 1447 max 2.17 21 5.67 21 .68 22 0 7 0 7 07 6 min x' : 28 .476 , 28 -.66 29 0` 7 0 7 0 7 7 N8 max .04 23 2.36 26 .65 22 0 70 7 0 7 8 min -.04 26 -.65 23 -.63 29 0 7 0 7 0 7 9 N11 max .07 23 1.84 22 .2 24 0 7 0 7 0 7 10 min .09 26 .28 29 -.21 27 0 7 0 7 0 7 11 N12 max .07 23 3.17 26 .19 24 0 7 0 7 0 7 12 min -.08 26 1.07 23 -.21 27 0 7 0 7 0 7 13 Totals: max 2.12 21 6.94 7 2.12 24 14 min -2.12 28 3.77 24 -2.12 127 RISA-3D Version 14.0.1 [G:\...\...\...1Agilyx\25PW3020_Styrene Conv\Shredder Suppt_Case 2.r3d] Page 1 rkt7 Company : JACOBS Feb 22,2017 likRISA Designer KG 5:00 PM Job Number : 25PW3020 Checked By: r E c H N o L o G , e s Model Name : Agilyx_Shredder Stand Joint Reactions b'f'f = . o LC Joint Label X fkl Y fkl Z[k] MX[k-ftl MY fk-ftl MZ fk-ftl 1 28 N3 0 .77 0 0 0 0 2 28 N4 .19 1.84 -:02 0 0 0 3 28 _ _3.x'5 .03 0 0 0 4 28; N8 -.04 1.89 -:020 0 0 5 128 N11 -.08 .43 .02 I 0 0 0 6 28 N12 -.08 2.59 -.03 _ I 0 0 0 7 28 Totals: -2.12 3.77 0 8 28 COG(ft): X:2.22 Y:4.03 Z:3.76 RISA-3D Version 14.0.1 [G:1...\...\...1...125PW3020_Styrene Conv\Shredder Suppt_Case 2 - Page 2 1011I- I www.hilti,us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 1 Specifier: KG Project: Agilyx-Shredder Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 3/7/2017 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200+HAS 871/2 i �' 4 Effective embedment depth: hef,act=6.000 in.(hef,limit=-in.) r :HOPHHY200 . . - m Material: Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/2016 13/1/2018 Proof: Design method ACI 318-11/Chem Stand-off installation: ee=0.000 in.(no stand-off);t=0.500 in. Anchor plate: I,x ly x t=4.000 in.x 6.188 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: Square HSS(AISC);(L x W x T)=3.000 in.x 3.000 in.x 0.250 in. Base material: cracked concrete,3000,fb'=3000 psi;h=8.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(D.3.3.4.3(d)) Shear load:yes(D.3.3.5.3(a)) Geometry[in.]&Loading[Ib,in.lb] z wt 0 0 20' 4.5 18` • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt AG,Schaan I nit ie 14111.111,1111 www.hiltl.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 2 Specifier: KG Project: Agilyx-Shredder Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: IDate: 3/7/2017 E-Mail: 2 Load case/Resulting anchor forces Y Load case:Design loads " 1 Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1875 1050 0 1050 2 1875 1050 0 1050 0 max.concrete compressive strain: -[%e] Tension x max.concrete compressive stress: -[psi] resulting tension force in(x/y)=(0.000/0.000): 3750[Ib] resulting compression force in(x/y)=(0.000/0.000):0[Ib] 02 3 Tension load Load Nu.[lb] Capacity+N.[Ib] Utilization pN=Nnn/4)Nn Status Steel Strength* 1875 13301 15 OK Bond Strength** 3750 5170 73 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 3750 8339 45 OK *anchor having the highest loading **anchor group(anchors in tension) 3.1 Steel Strength Nsa =ESR value refer to ICC-ES ESR-3187 d/ N52 NUS ACI 318-11 Table D.4.1.1 Variables Ase,N[in•2] futa[psi] 0.14 125000 Calculations Nsa[lb] 17735 Results Nsa[Ib] 4 steel tp Nsa[Ib] Nua[Ib] 17735 0.750 13301 1875 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan rig NI`' ', www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 3 Specifier: KG Project: Agilyx-Shredder Address: _ Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 3/7/2017 E-Mail: 3.2 Bond Strength Nag —(Aman)W ec1,Na W ec2,Na W ed,Na W cp,Na Nba ACI 318-11 Eq.(D-19) 4) Nag >N. ACI 318-11 Table D.4.1.1 AN. =see ACI 318-11,Part D.5.5.1,Fig.RD.5.5.1(b) ANaO =(2 cNa)2 ACI 318-11 Eq.(D-20) cNa =10 da1100 ACI 318-11 Eq.(D-21) 1 W ec,Na= (1+eN)5 1.0 ACI 318-11 Eq.(D-23) cNa W ed,Na=0.7+0.3(c.Na t1)5 1.0 ACI 318-11 Eq.(D-25) W cp,Na=MAX cca=acmin•ccaeNa)5 1.0 ACI 318-11 Eq.(D-27) Nba —)L a—T k,c'IXN,seis'If'da'hef ACI 318-11 Eq.(D-22) Variables T cc,uncr[psi] da[in.] het[in.] ca,min[in.] T k,c[psi] 2261 0.500 6.000 18.000 1141 ec1,N[in.] ec2,N[in.] cac[in.] X. IXN,seis 0.000 0.000 16.325 1.000 0.750 Calculations cNa[in.] ANa[in.2] ANaD[in.2] V ed,Na 7.136 267.90 203.68 1.000 W ec1,Na W ec2,Na W cp,Na Nba[Ib] 1.000 1.000 1.000 8062 Results Nag[lb] 4)bond (li,seismic 4)nonductile 4) Nag[Ib] N.[Ib] 10605 0.650 0.750 1.000 5170 3750 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 569.2c, FI1TIJ www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 4 Specifier: KG Project: Agilyx-Shredder Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 3/7/2017 E-Mail: 3.3 Concretel/ Breakout Strength Ncb9 _ \ANco)V ec,N IV ed,N W c,N V cp,N Nb ACI 318-11 Eq.(D-4) 4, Ncb9>_N. ACI 318-11 Table D.4.1.1 ANc see ACI 318-11,Part D.5.2.1,Fig.RD.5.2.1(b) ANco =9 hef ACI 318-11 Eq.(D-5) 1 V ec,N = 1 +2 eN <_1.0 ACI 318-11 Eq.(D-8) 3 hef V ed,N =0.7+0.3(1.5ca,mihet) 1.0 ACI 318-11 Eq.(D-10) V =MAX(ca��cac min� cac f 1.5h cp,N etl c 1.0 ACI 318-11 Eq.(D-12) � Nb =kc X.a Yic Nis ACI 318-11 Eq.(D-6) Variables her[in.] ect,N[in.] ec2,N[in.] camin[in.l kV c,N 6.000 0.000 0.000 18.000 1.000 cac[in.] kc a,a tc[Psi] 16.325 17 1.000 3000 Calculations ANc[in.2] ANcp[in.2] V ecl,N V ec2,N 4)ed,N V cp,N Nb[Ib] 405.00 324.00 1.000 1.000 1.000 1.000 13685 Results dd ♦A Ncb9[Ib] concrete ry seismic W nonductile 4, Ncb9[Ib] Nua[lb] 17106 0.650 0.750 1.000 8339 3750 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilt is a registered Trademark of Hilti AG,Schaan sc ?/ I_I HL TI www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 5 Specifier: KG Project: Agilyx-Shredder Phone I Fax: Sub-Project I Pos.No.: 25PW3020 P Pho Date: 3/7/2017 E-Mail: 4 Shear load Load Vua[Ib] Capacity 0 Vn[Ibj Utilization 13v=Vua/4 Vn Status Steel Strength* 1050 4842 22 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength(Bond Strength controls)** 2100 14847 15 OK Concrete edge failure in direction y+** 2100 7972 27 OK *anchor having the highest loading **anchor group(relevant anchors) 4.1 Steel Strength Vsa =av,sels(0.6 Ase,v feta) refer to ICC-ES ESR-3187 Vsteel Vua ACI 318-11 Table D.4.1.1 Variables Ase,v[in.2] feta[Psi] aV,seis (0.6 Ase,v feta)[Ib] 0.14 125000 0.700 10640 Calculations Vsa eq[lb] 7450 Results Vsa,eq[ib] 0 steel 4) Vsa[Ib] Vua[Ib] 7450 0.650 4842 1050 4.2 Pryout Strength(Bond Strength controls) V99 =kcPf\AN o)V eci,Na W ec2.Na'V ed,Na W cp,Na Nba, ACI 318-11 Eq.(D-41) 0 Vcpg>Vua ACI 318-11 Table(D.4.1.1) ANa see ACI 318-11,Part D.5.5.1,Fig.RD.5.5.1(b) ANaO =(2 CNa)2 ACI 318-11 Eq.(D-20) CNa =10 daT uncr 1100 ACI 318-11 Eq.(D-21) 1 W ec,Na = (i+! )51.0 ACI 318-11 Eq.(D-23) ANa W ed,Na=0.7+0.3(Cain)5 1.0 ACI 318-11 Eq.(D-25) W cp,Na=IMAX(2a—mi`n JNa)_5 1.0 Cac Oa / ACI 318-11 Eq.(D-27) Na. =X a°T k,c•aN,seis•it.da'hef ACI 318-11 Eq.(D-22) Variables kcP T k,c,uncr[psll da[in.] hef[in.] ca,min[in.] T k,c[Psi] 2 2261 0.500 6.000 18.000 1141 ec1.N[in.] ec2,N[in.] 0ac[in.] X a aN,seis 0.000 0.000 16.325 1.000 0.750 Calculations cNa[in.] AN.[in.2] ANa.[in.2] tV ed,Na 7.136 267.90 203.68 1.000 IV ec1,Na W ec2,Na W cp,Na Nba[Ib] 1.000 1.000 1.000 8062 Results A Vcpg[Ib] 4)concrete 4)seismic 4)nonductile 4, Vcpg[lb] Vua[Ib] 21209 0.700 1.000 1.000 14847 2100 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG•FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan S ht z www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 6 Specifier: KG Project: Agilyx yx-Shredder Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 3/7/2017 E-Mail: 4.3 Concrete edge failure in direction y+ Vcbg =(AVc�)W ec,V W ed,V W cV W h,v W paraliel,v Vb ACI 318-11 Eq.(D-31) 4 Vcbg Vua ACI 318-11 Table D.4.1.1 Ave see ACI 318-11,Part D.6.2.1,Fig.RD.6.2.1(b) Avco =4.5 cal ACI 318-11 Eq.(D-32) 1 W ec,vv 1+ 2ev <1.0 ACI 318-11 Eq.(D-36) 3ca,) W ed,V =0.7+0.3(1 SCat)5 1.0 ACI 318-11 Eq.(D-38) 5c W by ="\F-1--- at?1.0 ACI 318-11 Eq.(D-39) 0.2 Vb =(7(da) �)1v a ACI 318-11 Eq.(D-33) Variables ca,[in.] cat[in.] ecv[in.] kV c,v ha[in.] 12.000 18.000 0.000 1.000 8.000 le[in.] 7�a de[in.] f4c[psi] yf parallel,v 4.000 1.000 0.500 3000 1.000 Calculations Ave[in.2] Avoo[in.2] IV ec,V W ed,V W h,V Vb[Ib] 288.00 648.00 1.000 1.000 1.500 17082 Results Vcbg[ib] 4)concrete 4t seismic (I)nonductile 0 Vcbg[lb] Vua[Ib] 11388 0.700 1.000 1.000 7972 2100 5 Combined tension and shear loads ON PV C Utilization pN,V[%] Status 0.7258q0.263 5/3 70 OK 13NV=pN+I+V<=1 • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 141116711•111 www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 7 Specifier: KG Project: Agilyx-Shredder Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: Date: 3/7/2017 E-Mail: 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029,etc.).This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used.The factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C,D, E or F is given in ACI 318-11 Appendix D,Part D.3.3.4.3 (a)that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure.If this is NOT the case,the connection design(tension)shall satisfy the provisions of Part D.3.3.4.3(b),Part 0.3.3.4.3(c),or Part D.3.3.4.3(d).The connection design (shear)shall satisfy the provisions of Part 0.3.3.5.3(a),Part D.3.3.5.3(b),or Part D.3.3.5.3(c). • Part D.3.3.4.3(b)/part D.3.3.5.3(a)require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength.Part D.3.3.4.3(c)/part D.3.3.5.3(b)waive the ductility requirements and require the anchors to be designed for the maximum tension/shear that can be transmitted to the anchors by a non-yielding attachment.Part D.3.3.4.3(d)/part D.3.3.5.3(c)waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension/shear obtained from design load combinations that include E,with E increased by coo. • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors.Reference ACI 318-11,Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan www.nitti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 8 Specifier: KG Project: A it x-Shredder Address: g y Sub-Project I Pos.No.: 25PW3020 Phone I Fax: Date: 3/7/2017 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 200+HAS 871/2 Profile:Square HSS(AISC);3.000 x 3.000 x 0.250 in. Installation torque:360.001 in.lb Hole diameter in the fixture:df=0.563 in. Hole diameter in the base material:0.563 in. Plate thickness(input):0.500 in. Hole depth in the base material:6.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:7.250 in. Drilling method:Hammer drilled Cleaning:Compressed air cleaning of the drilled hole according to instructions for use is required 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Compressed air with required accessories • Dispenser including cassette and mixer • Properly sized drill bit to blow from the bottom of the hole • Torque wrench • Proper diameter wire brush Ay 2.000 2.000 • • co co 0 1 • rn co 0 •n • ►x 0 ri CD 2 coco ci • 2.000 2.000 • • Coordinates Anchor in. Anchor x y c-x c.x c.y c+y 1 0.000 2.250 18.000 18.000 22.500 20.000 2 0.000 -2.250 18.000 18.000 18.000 24.500 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilt is a registered Trademark of Hilti AG,Schaan rt- 4— N `T ; www.i,iltl.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 9 Specifier: KG Project: Agilyx-Shredder Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: Date: 3/7/2017 E-Mail: 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan P y Project JACOBS Subject S./ Sheet No. of Authored by Date Checked by Date CZeit IC s A.‹..1 7b eg ILEt,A3J ict .77) c PP 042-17- /1/4J a"-tA.S hat, e caA./ &it oA) Li 1tkA. ...A.' .* :1 C-44. ( 5 F ' J4. j ft. 4 x7 17-1- pr- 70 J2 -,s s.--J 6-0 4-6 r g.._/ 7-772-44 A. 3 4 P Pc-614-c- L6 x (i.c.3 C-"kr, ?›< o 11 * tt 1)/1416 r? /LA. / 914‘ b1411^-&" cf°4 711 11-1 C /14+17° /1- (1/- a Jou 2.) z ft) * 4Az rk, S c46,1thAlzirt, e -0?00 I) of,2 .2* AA4 cc L E-4---ao 00 „Jo fc 2 irrt•;14- /1/4-84 1•4 , A- ?.6 26.7 3 A7'5- 4_ C-,?e c41-4..,cr bE-7c7 ‘,1 C-6 eq-11 P LI-CS: 1111-7 ertf-73 /1-7?0,i tfi 4-1- 77A-67 c--Pc 4.49-rw -ts" Subject 4-efl Project .2.5-PL4 ?o JACOBS rx..16 Sheet No. of Authored by 4 Date 94,9' Checked by Date 4---4-4--ER4-t.- 4-13 6,51-453Z- /LA-0J IF 77'1" L-4-7-6t C-Xi 4i)I 04C i444.. 6--C'OJI A u 7.di 17 4C-c!' IQ, C4 /2 PC-1/1.- /2, 7 i, 0 ( F-L,0-0/- ftA,o d 1-6-6 0 (1- C 1A1 /21) o. 0 k)p 1)0".,0.J > F . " fb-‘ rpwp / /2 0 Subject deltri C'‘r ProjectjN ?iQ JACOBS r-r-sfe,t rt .) Sheet No of Authored by Date _i444?. Checked by _ Date (49/ 69 -0-44o kr. PfP : j:; 24 6. 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Checked by _ Date As"(v 4-6` 3 ?ez , Z" 4,14ex 9'0 "./ 71b =` A4 r-i_A 4 t_ C J c�,.J 44. 9-('A o --s7171,21 t c. w 7-, s1'cQ Y IVO z x ,A.,411'.. :11:4*Ifr ''''4,-,,,, 4k41/4„,:k% d ,0".—,_,..,,,,,,, 4-"- -4., '''—'—*:kk!'""k1:-1;!')' ,„,,zaw,, ,,,* 4.41,.„,,, -,,,,,Aix., ‘017--,-,,,,,-- 3W0� r` ' ' *SF}Mp✓'bV't ,r, ,,,7.f " v P ' nt� ,�, � 4 ^'e „:40, .„ �p404,1%6". ,„,,,k. ..5,..,;.:,1...;,, ,,,/,„ ,,„, ,,,,, ,0044, 01,-,4'„0,-.' *4.,,,,:, * cak-.1i—v.„ o, a '''- � � Ate. 0a� JACOBS SK- 1 KG Agilyx_Styrene Conversion Skid Mar 30, 2017 at 5:30 PM 25PW3020 Overall Modified Skid SCS Skid Modified.r3d Y /4o Z X 00: - JACOBS SK-2 KG Agilyx_Styrene Conversion Skid Mar 30, 2017 at 5:33 PM 25PW3020 New Members Added SCS Skid Modified.r3d Y /b. 'O Z x 13, p �ti , �b�13 p 0 ' 44.7.3 �g113 13 �p•F �A•F13 �ypi-1N' , 3 1� �Af-< �hY Al 7 3Al19 0 1 % 4'r73 ka dO JACOBS SK-3 KG Agilyx_Styrene Conversion Skid Mar 30, 2017 at 5:33 PM 25PW3020 New Members-Shapes SCS Skid_Modified.r3d Y 401. /Pi z x ,o1 4m 65 ' 125 t� • .^.c!E.9 149_si'�„ . y \.,\ l'-F7 AA 2 500 �]I� 3 �� I.414.e....., 1 n,i. '11111 82QV GJ\, FFF- Y 66\ vj, A�� \.4RC1� \ k 1 \ 14 ..01. • V0 1 1b--f-8 0 \ .. 8�Z �; jF_�1 � i !',20 77 a'r. 4,,71 4 •• •\ \ 22 • .4.4 ��13 \ - 26 d \ t. g �/ `7 • X72 �,• \, 30 I" 123 81-21 32 30: • 84 4 JACOBS SK-4 KG Agilyx_Styrene Conversion Skid Mar 30, 2017 at 5:35 PM 25PW3020 Overall Skid-Shapes SCS Skid_Modified.r3d Y • z x -.34k .09k_, :091 -.34k 4040ircp0,460 olo ' , 400.40..: 440/00, r' po, or _.07 07 ,- - „00.0.00,44. o 4, -.02ksf 4.11110110. o Loads:BLC 1,DL G Envelope Only Solution JACOBS SK-5 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 8:42 AM 25PW3020 SCS Skid Modified.r3d Y 4 z x -1.89k -.45k 1.89k ''',.�24k ��•. .24k 4111111111"4 ',-93k,.,.- `i �,. -.45k ' 10400.. 41.00,....40,"470. 6% ,-.. -.31, ` � 4rio,, 0°' -.31 �` 4 I ill 11101 I I l°.4 priv 0,diii 00r4 I I 1 I I 1 1 1 14...'.'444 1 6 0, -.29ksil,- ' c.44000.°4.#400. % I -.02ksf -" Loads:BLC 2,DL_Equipt(Op) Envelope Only Solution JACOBS SK-6 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 8:42 AM 25PW3020 SCS Skid Modified.r3d Y 'e' z x t '411Prit3k '- A*.U� k 3.02k . 07k • �►. o :5k 00, Lr -.64. 4., .o...,..:4110146 ,..-- � 41111*' -.64. 3:02. 1 -:07k �� ., .45k I. rte- 11* // Q isio,1111 r ' O Loads:BLC 3,EQX Envelope Only Solution Na JACOBS SK-7 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 8:43 AM 25PW3020 _ SCS Skid Modified.r3d Y 40. /0 Z x -.35k 1 .-ft -.17k ',' 4. -.07k `''' -.07k :OZk 4. f '=.07k sitoWr.,400.4% * 43k 17k�iv,RIIIIIII0. , ilrir 4' k 1,100/00 1 g:111000, 4 4.044 c 1 ! k .07k -.08k 4111* 1` A. ,,,. tre44.* 40-...10,,,,,terib,4e. A redo,4 iipo. '1111/1111, 400;4160,..44 ° 4411111111.1 11000. 111‘-.01ksf .-' t'V Loads:BLC 4,EQZ Envelope Only Solution JACOBS SK-8 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 8:43 AM 25PW3020 SCS Skid Modified.r3d Y 10 Z x ' 041107111P* , ---' i i O o , L 4000#4,011,0 , 4041010, 40. i 441100.,. 411114W- -.1 ksf,- 4 OA lio 0•041 II 41 I 110 00# 11110. Loads:BLC 5,LL Envelope Only Solution JACOBS SK-9 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 8:43 AM 25PW3020 SCS Skid_Modified.r3d Y - G► Code Env)Check Z X 1110,- No 10Calc > .90-1.0 .75-.90 .50-.75 0.:50 ,-00 ,04 9 Q p OS i e e Pb '~ ' • p2 0.` 1 4000. 03 'O9 0 p3 i p1 3 i •04 Od 03.d►/� 41110., p6 6 "?7 02 OA 00 •07 Member Code Checks Displayed(Enveloped) Envelope Only Solution JACOBS - - SK- 11 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 9:11 AM 25PW3020 SCS Skid_Modified.r3d Company JACOBS Mar A 2017 k�f R ,r,JJ'(s- Designer : KG 9:06 AM 4r"ar:f Company : JACOBS Mar 31,2017 ,;, „J � �s.:td' Job Number 25PW3020 Checked B. �-' Designer KG 9:06 AM r E 0",o i E s Model Name : Agilyx_Styrene Conversion Skid y ;,;�J�-,,4'.w.J<,J::I Job Number 25PW3020 Checked By:__ r E c x e o E 0 s i s s Model Name : Agilyx_Styrene Conversion Skid Joint Coordinates and Temperatures Joint Coordinates and Temperatures(Continued) Label I abet X 011 Y 191 Z MI Temp[F1 Detach From Dianhr 1 N1 X lftl Y 1111 Z fftl Temn fFl netach Fmm D'a hr 57 N57 5.3 0 1 13 0 2 N2 0 0 -24 0 ;58 •N58 53 > 0 •4:32 .:,, . 0 3 N3 Q 0 _7 02 • 0 59 N59 2.25 0 4 32 0 5 N5 0 61 N61 0 0 -24.27 0 0 8.79 0 6 N6 62. 'N62 7 0 12 276 0 7 0 879 0 7 N7 63 N64 0 0 12.06 0 8 N8 • ,0 0 11.79 0 64 `N84 7 ,,0 ;;17.06 ,..0 7 0 1'1.79 0 9 N9 0 022 16 65 N65 0 0 -18.35 0 0 °6 N66 7 0 18 85 . p 10 N10 7. 0 _22:16 11 N11 - 67 N67 0 0 -12.85 0 0 0 -17.66 0 68 N68' . . 7 0 ,.. =1285 . ,,,0 12 N13 7 0 -1766 0 69 N69 0 0 -6.52 0 0 -15 04 0 70 N70 7 0 g 52 0 14 N14 7 ':0 • -15:04 0 z,. 71 N71 00 3A8 0 15 N15 0. .. 0 -12.8 0 16 N16 7 0 128- . 0„ 73 N73 0 0 8.15 0 17 N17 00 -1025 0 74 N74 7. 0 115 -._0 18' ... ._ N18 7 0. -10'.25 0 75 N751.25 0 -17,66 0 19 1919 0 0 -7.29 0 76 • 1976. ,. 1 25 0 -1218 0 20 N20 • 7 0- 729 0 77 N77 21 N21 0 0 -4.86 0 78 N78 : 0 1.03 0 2:33... 0 _ .1:13 0 22 922 • 7 0 • 23 N230 -4.86` 0 79 N79 2.33 0 -3.65 0 24 N24 0 -3.65 0 .... 0 0 - 52 0 .82 N8N82 • 0 0 -19 285 0 25 N25 -1.52 ; 26 . N26 0 0 00 19;285 0 27 N27 83 N83 0 0 9.52 0 0 0 1.13 0 84 N84 7 0 952' 0 28 -:.N28 7 . _.,..0 .. .. ,,,1:.13 „0. _ 85 N85 2.25 0 9.52 0 29 N29 30 N30 _9 0 4.32 0 .86 N86 -' ` .-5:67: 0 15:04 0 0 4.37 0 31 N31 0 0 7 87 N87 5.67 0 -24 0 .58 0 '32 N32 7 0 ;7:58 "0 ' 89 N89 1.58 0 113 0 33 N33 0 0 8.52 0 ":90 N90 - :3.08" 0 -152 0 34 „N34 0 8.52. 0 91 N91 1.58 0 -1.52 0 35N35 1.25 0 -24 0 92 N92 1.58 0 52 0 36 1936 1:25. 0 -22.16 0 37 N37 `' 93 N93 3.08 0 52 0 3.4 0 17.66 0 38 N38 3:4 «a0 . ,-15.04 ,0. 2:33 . ., 0 - 0` 39 N3995 N95 0 0 -23 0 3.4 0 -12,8 0 _ 40 N40 1:91 .:.. 0 .12.8' 0 97 N97 1.25 0 -7.290 41 N41 1.91 0 -10.25 0 .98 N99 135 0 0 -4;86 .. 0 .42 N42 2.91 0 -12.8 ,..0 ,; .290 43 N43 2.91 0 -10.25 0 .100 N100 "`3 0 -4.86... .... :0' 44 'N44 4:24 0 -12 8.< 0 101N10 0 -3.65 ii0 5 0 -5.86 0 45 N45 4 24 0 -10.25 0 102 N10 ' '. ..... 46 N46 '3.79 ;0 :;...; ._7.29 p; 47 N47 103 N103 1.25 0 -3.65 0 3.79 0 -10 253 0. ,, , , .,_3,65. 0 • 104 N104 48 N48... 3.99 0 .4.8B 0 :._ 105 N105 3.17 0 4 32 0 49 N49 399 0 -3.65 0 106 'N106 4..." ''317 0 758:'. . .,:;'0 50 N50 4.92 0 -4.86 0 ` 107 N107 3.17 0 9.52 0 51 N51 4.92 0 -3.65 0 108 ,. -N108 1 25 0 . -1524 •'0 52 -N52 •4.25 0 -3 65 0 109 N109 0.375 0 -17.66 0 53 N53 4.25 . 0 -1.52 0 110 N11D 0:375 0' 18104 0; 54 N54 4125 . ,, .;0 1;13 0, 55 N55 5.47 0 3.65 0 111 N111 2.125 0 17.66 0 .56 N56` 547 0 -1 57 • ,0 112 N112 2:125 0 -15:04 0' " 113 N113 2 195 0 -22.16 0 RISA-3D Version 14.0.1 [C:\...1...1...1Risa Models\Agilyx\Styrene Conversion\SCS Skid Modified.r3dJ Page 1 RISA-3D Version 14.0.1 [C:1...1...1...\Risa Models\Agilyx\Styrene Conversion1SCS Skid_Modified.r3dl Page 2 k•-a ri Company : JACOBS` �" .� Designer KG Mar31,2017 P ' Job Number : gle/3020 9:06 AM �* Company JACOBS Ma"'� ��o+ u u W - 1 I r Checked 2017 Checked B rt" Designer KG 9:06 AM .. E$ Model Name ggilyx_Styrene Conversion Skid y'— �ei�C H A a 3 Job Number : 25PW3020 Checked By:__ r[c 9 a n l o c r[s Model Name : Agilyx Styrene Conversion Skid Joint Coordinates and Temperatures(Continued) I ahnl x rel v«e 7 rei Temn fFl Detach From niaohr Member Primary Data(Continued) 115 14114 p 11 S 0 -22:16 n, label Joint J Joint K Joint otateldeg Section/Shane Lyne Design List Material oeelgn Rules N115 2.125 0 19.285 0 7 M7 Ni N2 Rm1 Ream Wide Flanne A36 Si 116 N116 0375 0 -19285 0 8' ' 'M8 N9" `N10 Bmf r.Beam'Wide Flanae "'A36 "':S1 ": 117 14117 .57 0 -12.8 0 ,.` ' 9 M9 N11 N12 10 M10 N13 1414 Bmf Beam Wide Flange A36 Si 148` 14118 ., :59 - 0.. -10:25 0 ii M11 N15 N16 Bm2 " Beam'Wide Flange A36 Si 119 N119 1591 00 _15 04 o Bm2 Beam Wide Flanae A36 Si 120 1412012' M123 1419 ' 1418 Bm2 Beam'Wide Fla ge A36 S1' 121 -15:04 0 `' 13 M13 N19 N20 N121 4.5 0 -7.29 0 14 M14N21 ' ':N22 .. Rm1 Beam Wide Flanae A36 Si 122 N122 ' Bm2m1 "Beam%Wide Flanae A36 S1 4:5 ,. 0 -4:86. 0 123 14123 7 0 5 57 p 15 M15 N23 N24 124 16 M16 1425' N26 Beam Wide Flange A36 S1 �N124 ' '3:17 0 5.57 0Bm2 .Beam'''Wide Flange''A36 S1 125 14125 2.125 0 20.91 17 M17 N27 N28 126 0Bm2 Beam Wide Flanae A36 Si N126 0.375 0 -20:91- 0 19 M19 N31 " .N32 Bm2 :Beam"Wide Flange A36 Si 127 N127 0.375 19 M19 N31 1432 Bm2 Beam Wide Flanae A36 81 128 N128 2,125 0 ,. . -16.41 0 201 M201 N7 4 Bmf Ream:Wide'Flanae A36 41'> 129 N129 16;41 0 " 21 M21 N46 1447 129 N130 1.91 0 -1213_ 0 22 M22 N41 N40 Bm2 Beam Wide Flanae A36 Si 0 New W4•••• Beam Ream`Wide Flange :A992 Si 131 14731 1 91 1213 0 23 M23 N43 1442 Bm2 Ream Wide Flanae A36 81 132 N132 0 -13.47 0 -24 M24 N45 •N44 .59 0 -13:47 0 ' :. Bm2 Beam Wide:Flange ..A36 S1 133 N133 5.67 �_ 25 M25 N39 N38 Bm2 Beam Wide Flanae A36 Si 134.. >, >;;N934' .....:1:58 ;:..;.� _j j87 ,.0 — 26 M26 1438> '"1437.; 135 N134 1.58 0 0 27 M27 N49 N48 Bm2 Beam Wide Flange A36- S1 135, -1.27 Bm2 Beam Wide Flanae A36 51 ,.N136 1:58 . 137 N136 3.58 0 2323 0 _ . :. 29 M29 54 14.....,1453 0 30 M30 • N53 52 Bm2 Beam Wide-Canoe A36 Si 138 N138 7 0 ' ` -14 04Bm2 Beam Wide4la ae A36 Si 139 N139 5.67 0 -14.04 0 31 M31 1456 N55 Bm2 Beam WideFlange A36 Si 32 M32` `'"1458 <` 1457 " Bm2 '':Beam% Wideifla .- A36 ''SI" 33 M33 N85 N60 Bm2 Beam Wid9Fl-I.- : 6 Si Joint Boundary Conditions a it _, tt r 35 M35 N36 N35 _ Bm2 Beam Wide Flanae A36 S1 Joint Label X Nen] Y DON Z fklinl X Rot.fk-filradi Y Ro6rk-rg d1 R t rk-w.ga� 36 M36 1480 �:1479 `Bm2 'Beam Wide Fla 1 N1 Reaction Reaction Reaction 37 M37 1481 1482 Flange A36 S1 2 142" Bm2 Beam Wide Flanae A36 S1 Reaction -. Reaction Reaction 38 "M38 1483 1484 Bm1 Beam' Wide Flange A36 "S1 • 3 N66 Reaction Reaction Reaction 4' '.N65 Reaction'" '' Reachon: Reaction 40 M40 N88 N90 5 N67New W4'` Beam" `Wide Flange'=-A992 Si Reaction Reaction Reaction 41 M41 N92 N93 6 N68 °Reaction Reaction 'Reaction 42 M42 ` N98' "`1497 RIGID None None RIGID Si 7 N20 Reaction Reaction Reaction 43 M43 N100 N99 New W4 Beam"Wide Flang A992 Si 8 N19 Reaction ""-Reaction Reaction New W4 Beam Wide Flanae A992 S1 9 N70 Reaction Reaction Reaction 45 M45 N106 N105 10'' N69 Reaction '''Reaction Reaction 46 M46 14110 '14109: New W4 Beam Wide Flanae A992 S1 11 N25 Reaction Reaction Reaction 47 M47 14712 14111 New W4` "Beam WideiFlange =i A992 S "' 12 N26 Reaction Reaction Reaction New W4 Beam Wide Flanae A992 Si1 48' 'M48 , -N114`" '-N116' 13 N72 Ruction Reaction Reaction 49 M49 N115 N113 New W4 `:Beam Wide-Flanae A992 '`"S1 14 'N71 "Reaction Reaction Reaction New W4 Beam Wide Flanae A992 Si 50 M50' ;N118- �:N117 ":'New 'Bearn:::WideFlange :A992 S1 51 M51 1440 N119 New W4 Beam Wide Flanae A992 81 15 N33 Reaction Reaction Reaction 18' N34 Reaction Reaction : Reaction 52' M52 14117 ""14170 53 M53 N122 14121 New W4 Beam' WideFlange'`'A992 Si` New W4 Beam Wide Flanae A992 Si 6 54' M54 14103 " ;1498 Member Primary Data : Npw W4 ' Beam Wide Flange "A992 51' ' - 55 M55 N104 N100 New W4 Beam Wide Flanae A992 S1 I ohel I Joint J.lent K Joint Rntale(degi SeclioNShao= Two nesian list Material flesian Rules T56' M57M514124 "14123 - New'W4 `'Beam WidelFlange' A992 S1 ' 1 M1 N61 N3 Rm1 Ream Wide Flanae A36 81 57 N127 N125 New W4 Beam Wide Flanae s 92 Si 2 M2 . N3 N5 Bm1 Beam Wide Flange ..A36 S1 59 M58 N132 N138 New W4 'Beam Wide Flan.• :9•92 51"" 3 M3 N5 N63 Rm1 Ream Wide Flanne A36 Si59 M59 N132 N131 New W4 Beam Wide Flanae A••2 S1 4 'M4. N62' ''N4 61 M601 141 N86 N129 New W4 Beam"WideiFl,r•- Bm1 Beam Wide Flange 'A36 Si"'= 61 M61 14133 2 S1 5 M5 N4 N6 Rm1 Beam Wide Flanae A36 Si New W4 Beam Wide Flanae A992 S1 =6 ` MC N6 ''' 1464 ":limb -• .Beam Wide Flange A3G Si ._ <:63 'M63 `N136' :N13New W4' ii Beam-WideFlange"`'A992 S1 63 M63 14136 N137 New W4 Beam Wide Flange A992 S1 RISA-3D Version 14.0.1 [CA..-\.--\--.\Risa ModelslAgilyx\Styrene Conversion\SCS Skid_Modified-r3d] Page 3 RISA-3D Version 14.0.1 [C:\...\.-\...1Risa ModelsAgilyx\Styrene ConversionlSCS Skid_Modihed.r3d] Page 4 li m0:. Company : JACOBS Mar 31,2017 F" Company : JACOBS Mar 31,2017 +, F,�[1° �P."� Designer KG J ri d.1(�'�yJ< a Job Number : 25PW3020 Checked By:_ 1'1.'41&NN�2 A Job Number : 2 PW3020 9:06 AM t e ,.a c s Model Name Agilyz_Styrene Conversion Skid !"J``��^"''r" , Model Name Ail S rens Conversion Skid Checked By-._ ao o c. gyx_ty Hot Rolled Steel Design Parameters(Continued) Hot Rolled Steel Design Parameters Label Shape Lenothlft] I byv[ftj I h z[pj I comp too[jtl I come bol[[t]L-tomu. Kyy Kzz Cb Funclior I abel Shane Lenglhtft] Lbw[ft] Lbzz[dl I come too[ftiLcomo bola L-tomu Kw Kzz Cb Funclior 57 M58 New W4 1.75 Lbw Lateral . 1 M1 Bm1 1725 I bvv Latera 58 M59 `New W4 '1132 Lbyy ' :Lateral •'2 ' M2 'Brill 15 81 Lbyv. Latera 59 _ M60 New W4 , 1.32 Lbw Lateral 3M3 Bm1 3.27 Lbvv Latera !60 M61 New'W4 '`2:24 ' . •Lbyv Lateral ''4 M4 Bm1 17.25 Lbyy ' Latera 61 M62 New W4 1.5 Lateral 5 M5 Bm1 15.81 Lbvv Latera 62 M63 New W4 ''''1 5 ""- Lateral 6 M6 ...Bm1 '3.27 Lbyy Latera 7 M7 Bm17 Lbvv Latera 8 M8 Bmf , -.7 Cbyy. Latera Hot Rolled Steel Properties 9 M9 Bm1 7 Seament Lbvv Latera 1 D "'M10 $m2 7 Lbyy %`::Latera I abet E[rail G Rai] Nu Therm WE Densityt Jft Vield[ksil Rv Fu[kei] RI 11 M11 Bm2 7 Lbvv Lettere 1 A992 29000 11154 .3 .65 49 50 1.1 58 1.2 12 M12 "Bm2 7 Lbyy. Lettere 2 A36 29000:;r:11154._ ...3 . . . 65 '.,:.49 ',V36 :1,5 . ..e:58 1 2 13 M13 Bm1 7 Lhvv Latera 14 M14 Bin1 . 73 A500 29000 11154 .3 .65 .49 46 14 58 1.3 . . . . ,.., Lbyy Latera 15 M15 Bm2 7 16 'M16 `Bm2 7 Lbyy bvv Latera Hot Rolled Steel Section Sets 17 M17 Bm2 717'' 'M17 Bm2 7 Latera 19 M19 Bm2 7 b y` ,:Latera ',l ,:,, • - , •[i.3 In fin41 J 35 20 M20 Bmf 7 Seament Lbvv Latera I Bmf W8x24 Beam Wide Flange A36 S 7.08 18.3 82 7 35 Lb .... Lbw Latera 2 Bm2 ' W4z13` Beam Wide'Flange A36 S 3183 3.86`'i113` '15' 3 New W4 W4x13 Beam Wide Flanae A992 5 3.83 3,86 11,3 Lbyy' atom .15 21 M21 Bm2 2.96 Lbw Latera 4 New W8 ' W8z24', B am Wid'Flange "" A99 708 18 R 7 ` : 5 22 M22 ' New W4 2.55 Lbyy Latera 23 M23 Bm2 255 Lbvv Latera 24" M24 "'Bm2 2c55 I hyy.. Latera Basic Load Cases 25 M25 Bm2 2.24 Lbvv Lettere 26 M26 ' "Bm2 262 Lbyy Latera , , ,.. ,=..,=•, 27 M27 Bm2 1.21 Lbvv Latera 1 DL DL 1 10 1 2R.:. :M28, Bm2 1 21 I hyy Latera 2 DIEaulot(0g1'' DL 14 2 29 M29 6m2 2.65 Lbvv Latera -3 EQX ELX 22 1 4 EQZ el Z ' ,....: -.22 28 . 1 '30' ''M30 " ''.13m 2.13: [byy'.. Lateral 5 LL LL 31 M31 Bm2 2.13 Lbvv Latera , . 1 32 •'.M32 $m2' -3.19 Lbyy Latera 6 BLC:1`,Transient Area... None 113,:. 33 M33 Bm2 1.94 7 BLC 2 Transient Area... None Lbvv were .8 ':BLC-3'Transient Area None - .,, 165 34` M34: Bm2 3.26: Lbyy • Latent 113 35 M35 Bm2 1.84 Lbvv Latera 9 BLC 4 Transient Area... None 113 •36 M36 'Bm2 9.13' Lbyy Catera 37 M37 Bm2 7Lbvv Latera Joint Loads and Enforced Displacements(BLC 1:DL) 38 M38 ''Bm1 ,,..7. . ... Lbvv.' Catera 39 M39 New W4 2.65 Lbvv Latera Joint I abet L.D M Direction Kali udetlk k-ft)lin.red)flis^2lft, 40 M40 New W4 x`65 Y -34 Lbw `[mere. 1 N95 L 41 M42 New W4 2 43 Lbvv. .. Lalera ' 2 'N96 ' L :y. 34 42 M43 New W4 2.43 • Lbyy Catera 3 N87 L Y09 43 M44 New W4 1 94 Lbvv Latera ^44'`"''M45 NewW4 '3:26 Lbyy ' ' Latera 5 N101 L Y -,07 45 _,M46 New W4 2.62 LbvvLatera '6 N102 L Y 07' 46 M47' ,. NewW4` .2.62 Y -07 " Eaters� 7 N103 L 47 M48 New W4 2.88 Lbvv Latera 8`' N104 L " Y 07' 48 M49 New W4 2:88 Lbyy. • Latera 9 N138, L Y 09 49 M50 New W4 2.55 Lbvv Latera `10 • N139' L '50 "M51 New W4 2 24' Lbyy Latera 51 M52 New W4 _224 Lbvv Latera Joint Loads and Enforced Displacements(BLC 2:DL Equipt(Op)) 52 M53 ':New'W4 .2:43 Lbyy "Lettere Joint Label .„ . ,I 1 V,)lb s^Nft. 53 M54 New W4 1.21 LbvvLatera 1 N36L Y 1.89 54 M55 New W4 1':21; Lbyy. L'ate a 2 N7575 L Y 55 M56 New W4 3.83 Lbvv Latera 3 N76 L Y -S3 '56 M57 ' New W4 '1 75 Lbyy Catera RISA-3D Version 14.0.1 [C:1...1...1..ARisa Models\Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 5 RISA-3D Version 14.0.1 [C:\...\...\...\Rise Models1Agilyx1Styrene Conversion\SCS Skid_Modified.r3d) Page 6 ‘"1 y rfr Company : JACOBS :11" Psi Designer KG Mar 31,2017 k` Company : JACOBS . Py Jam.!" A Job Number : 25PW3020 9:06 AM y ,�1� p•• 0esigner KG Mar 31,2017 r e s a e s,,s a k r s Model Name : Ail St Checked By:_ F '"'J -ol+ 9:06 AM ke g'yx_ yrene Conversion Skid r . e W.. ,,,f•,a Job Number : 25PW3020 Checked By: TEC a e e L e Y l E 3 Model Name : Agilyx_Styrene Conversion Skid Joint Loads and Enforced Displacements(BLC 2:DL Equipt(Op))(Continued) Joint Loads and Enforced Displacements(BLC 4:EQZ)(Continued) Joint I abel I n.M Direction Maanikidef(k k-1t1(in rad)(k's^2/ft.. ,loint Label 4 N94 L •` L action JNannitudef(k.k-NI(in rad)(k's"21ff.. 5 N95 L. .. . .. Y -,45 12 Ng6 _ IDM _ Directinn 6 N95 13 N2 7 N87 L Y -:45 L Z -.07 LY -.24 L Z: -.07 15 N2 L Y 24'.. 16. 9 N101 LN87. L Y 07 10 -.31 17 N101 N102 L Y -.31 .18 'N102 Z -.OS 11 N104 L Y -.31 19 N104 Z c0 .. ,,. 12 N103 L • Y -.31 L Z -.08 20 . _.N103 13 N138 I Y L Y '14 N139 -.24 21 N102 � Y `-24' 22 ... ..N101 -.43 23 , N103 --43 "- Joint Loads and Enforced Displacements(BLC 3:EQX) ..P4 N104 L Y 43 Joint Label L.D M Direction Magnlludeftk k ft),_(in.red)Ik's^2/(L.• 25 N138 L 7 -07 1 N36 L X -.41 28 N138 . 2 :-...,N75.... .,. L Y .. 3 N76 L X Al 27 N139 L Z -.07 L X 2 -28 N139 L. Y 4 ^N36 L.• :: :., r.,.Mi' ., 2.57 5 N75 LL Mz 2,57 Load Combinations 7 N94 L X -.12 8 N94 L" Description S.P S BLC Fa...BLC Fa BLC Fa J3LC Fa 3LC Fa.B Fa...41 CFa 8...Fa..e- Fa B Fe 9 N96 L X 8 1 DL Y 1 1 -.18 2 `DL_Equirit(Op) Y ,..,2 1 11 N95 L,:. Y 3 02 3 EQX, Y 3 1 12' 'N96 L' ...., ..Y.. . .. "4 -07 N87 5 LL Y 5 1 13 N2 -.07 6 � Y -' :07 "' 7 Load Combinations 15 N2 NR7 L...•. . Y .5 8- 1:4DL. ...Ye.Y ,'L1 1.4 L2 1:4 ' -5 9 1.20E+1.0EQX+0,5LL Yes Y L1 1.34L3 1 17 N102 L Y L21:34 .64 10 ;a:2oL+1ioEQz+9sI:L'Yea Y L1 1134 L2:rr34'L4" 64 11 0.9DL+1.0EQX Yes Y L1 ,76 L2 .76 L3 1 19 N103 L Y 20 Y -.64 12 0 ci e +1:0EOZ ,'Yes Y '''Ct'.76 L2.761_4' 1 ... : ._ :64 21 N10213 22 ... L X -.Q8 14 ' t2DL•-1.OEQXi+'O.SLL::Yes Y -LT 1:34 L2:134'L3 -1 .23 N101 L X 15 1.2DL-1.0EQZ+0 5LL Y Li 134 L2 134 YesL4 -1 24 N103 L . ,.:X .-+ ,. 16..,. _0.9DL-"1:DEOX :Ye-BY 01::..76 L2. 76;11 1 25 N138 OS 17 0 9DL-1.0EOZ Yes Y L1 .76 L2 .76 L4 -1 L X -.07 '18 26 N138 Y "5 19 DL+DL Eauiot(Qot Y L1 1 L2 1 27 N139 LX -.07 20 28 N139 1. Y _•5 21 Combos with Omega(=2)F.. 22 "1:201+2:0ECIX+o:SLL Y L1'1:34 L2 1:34 dl 3 2 .-_... ... Joint Loads and Enforced Displacements(BLC 4:EQZ) 23 1.2DL+2.0EQZ+0.5LL Y L1 1.34 12 1.34 L4 2 24 ` '0:9DL+2'OEOX Y L1:!76 L2 :76`L"3• 2 Joint I atm! _. I.n M Direction Meoniludeffk k--. (In.red)1k's"7lft.. 1 N36 L Z 41 25 0.9OL+2.0E07 Y L1 .76 L2 .76 L4 2 2 'N75 3 N76 L Z .2 27 1.2DL-20EQX+0.5LL Y L1 1.34 L2 1.34 L3 -2 4 N36 l Mx _2`57 . 28=`1s2DL-:2:OEQ2+0.5LL" Y 11.134 L2' 1:34 L4 :_2 5 N75 L Mx 2.57 29 0.9DL-2.0EQX Y L1 .76 L2.76 L3 :2 6 N76 : t Mx .1.3 30 0:9DL-.2 OEQZ Y ' L1`:76Z12:76 L4 -2 - -- 7N94 L Z -12 :.. ,.N94 L Mz N95 L Z -.17 11 N95 L Y -.35 RISA-3D Version 14.0.1 [C:\...\...\...\Rise Models\Agilyx\Styrene Conversion 1SCS Skid_Modified.r3d] Page 7 RISA-3D Version 14.0.1 [C:1...1...1...1Risa Mode)s(Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 8 V-N IS i�.� Company : JACOBS Mar31,2017.C + Designer KG 9:06 AM 'lr�m5 Company : JACOBS 017 r� Jo r : 25PW3020 P;,$ Designer KG CheckedMar 31, By. x u o i o a t e s Model Name Agllyx_Styrene Conversion Skid Checked By:_ hr Job Nomber : 25PW3020 9:06 AM r a c x a s.sales Model Name : Ail Styrene Conversion Skid By:,_ 9"Yx Y Envelope Member Section Forces Envelope Member Section Forces(Continued) Ma b Sec a OIIk1�C y Sh dk1 ;5 0 uy,�3,�_ik 1-8"-'0'n'' C v-v Moma. LC z-z MomenIlk LC ,=•t LC z Sheadkl LC Turmeric LC y-v Marne..LC za Momenl(k-Sl LC 1 M1 1 max 8 0 8 57 8 4 max 07 10 A 8 .07 14 0 8 05 14 ?2 min 0 '8 0 10 0 :; $ '•0' g 0:.;., g '0 58 mi ''=:07 15 21:- 11 -.07'.:, 9 .0,::- 8 3 2 max .08 14 -.33 11 .11 9 0 9 0 $ 59 5 max 0 $ 0 17 '•:05 '9 12 12'>. 4m 0 8 0 10 0 8 0 8 0 8 0 min -.08 9 y.' .03 15 .21 11 60 5 1.88 :`14 -.11' 14 _0 '.16 -03` 10 . "-.91 - 14 + 3 max .06 10 Al10 .1 15 .01 15 .06 14 61 1 max .16 15 0 8 0 8 $ 6 ., .61 16 62: 0 min •-06 15 15 17' -ii 10. 0:.:12 -06: 9 -79 9 '` mm 46 14 82 15. '-24 ''15 02 14 -2 9 12,.; 7 4 max .06 10 76 9 .05 15 0 11 .06 14 1.36 11 63 2 max .03 9 .0 15 .04 9 .02 14 .08 91 .86 17 8 • min -06 15 ' -.52 16 .05 10 =.02'::14 -.06'' 9 "65 m '=33.- 14 .29 12. =:04':.14 ""D " 9 5 max 0 10 65 16 -2.31 14,' 25 15 0 14 .12 10 1.46 14 65 3 max ,01 15 , 9 15 .04 9 .02 14 10 min 0. 15,; -1.06..'. 9 ` -25-i 10 ' '0 11 12 15 -.03 '`'11' :66' - . 01 :10-. 18 ., X12 04.1r 14 0':,:.:: 11 `-•-0$� 15 ..32 g2 .10"�r.. 11 M2 1 max 0 10 65 16 25 15 0 14 .12 10 1.46 14 67 4 max .04 9 .16 17 .04 15 .1.2 min ,.0' 69: .14 "-9 -.02. :f 16 _15 x;10 15"'. _1:06 9 -25"10 0, - 11 `''=:12` 15 03 "11'` .02 14 07 9 13 2 max 13 15 69 max 0 • 11 ":`=07 14 ° ':'-1 41 "'16 .32 16 1 9 01 10 04 14 -.13 16 5 .14 14 0 16 15 15 .'0 14 .17 15 0 12 14 ' . :'min `-:13:' '10 1.1` ,.9 1x.'''14 `0'. 17 04 971 m' .234 9 1.12. '15 .2 10 0 ":12 17 15 3 max ,p7 10 ,61 15 07 14 0 15 07 14 63- 5 9 1 is 1 max 16. - 12 72 Min -.07` 15 .21 ' 12 -.07`- 9 0'` 12 -.07. 9 m 17 4 max 0 10 -p1 17 .07 15 0 .07 14 ':47 15? 73max 23 4 38 12 -2 15 12 09 17 .16 10 326 11 .07 10 03 15 .0 10 .19 11 18 min• 0' '15 4': ".8 -:02:;;:.10 .01-:.,. $ ..-:02 .. 9, 94 2 min :16' .15 -53 14' -.07' 15 x.02" 12 -.08'..:15'• .-4 9 19 5 max 25 10 1,37 8 .16 14 02 .1 9 1 83 l0:r 75 max 19'> ruin - 5 15:,.,. 74 <:17 -:16rr. g 03 ., 128 76 min '-19" 9 : .19 14 21 - -;1 14 '.• .',99 17:y 77 4 max 24 - .1 11 .03 9 .03 15 .09 10 -.12 �11 1 -.82 14" 03��' � M3 1 max 25 10 1,37 $ 16 14 -.02 12 .1 9 1.83 8 78 1 03 11 07 10 03 12 -03 9 20 ' 14 "'min -.25' 15. ' ,74 :`:17 -:16 `9 '-.03 8 -.1- 14 min °=24 9 1 6 "11 -.12>10 •- 3 .15 - .16 14. =205 . 16' 99 17: 79 5 max 29 14 :2 11 12 15 .03 12, .16 15 0 16 23 2 max .08 10 .45 8 .08 14 0 12 .09 10 .9 8 80 24' mf °;36 9 3 06``"9 35 10 1.03 12 -.16 10 0 thin -:08' 15" 94 17 -08 -9 0 '" R .''-,OA`' 15 49 17` 25 3 max ,07 10 ,42 8 .08 14 0 12 .03 10 54 8 81 M9 1 maxn 36 9 3 08 9 35 10 1 63 12 .4 15 0 16 -26 82' "min `36 14 . 134 `•11 .35 15 -1:1 15 Min -07 15 '." 23 • 17 -08-`"9 0 "; R •:03- 15 :29 17>: - 7 11 27 4 max .07 10 .4 8 .07 14 0 12 .05 14 83 2 Tiax ' 10 .:5 11 .O 10 .91 17 15• 10 -9 28 min -.07` 15 21' 17 07 9 -'0 ..:.:..8.,.:.05 .21 8 gq- 28 5 man 0 8 0 17 •0 9 0 9 11" 17;: 85 3 max in '-'.16" 15 " 57 '14 03 .15 ,95'i 10 . -15 15 °-4 94 14" 11 29 man •0 8 0 8 0 8 86 .18 10 03 11 07 15 04 15 17 10 36 8 0 15 0 •:8 0. 8. .n 6. ., , :0 8 a 28 14 c .81 '14 107-'10 0 .:12 -1T 15 "-3.68'",°^14 31 M4 1 max 0 8 0 15 0 8 0 8 0 8 87 4 max 32 0 8 '88 21 14 .1 11 11 15 .04 15 02 9 min '0 8 0 -'10 0 :.: $ 0 ;- 8 =:.0 A c:0 21'- 9':'' .1.05 . 14 -.11-':10_' 0. ` 1 :02. 14 3 11 12 338'_: 89 5 max 26 14 -23 11 16 152 2.05 . ;'14'`' 2 max .03 15 -.1 11 .08 9 0 16 .02 10 .02 12 90 34 min '-,03 10 65' +14 -,08 14 '0 ''>9 -:02'' 15 -11 15 mm 26' 9 - • 8...,14 -.16':'10 0-.;•15 23 15 0 17 35 91 M10 1 max .15 9 ,74 14 ? -23" 10 " '-.02 3 max .04 10 .4 15 .06 10 0 12 06 14 -.25 11 92 .26 10 0 17 .16 15 0 36 - min -04 15 .13'"12 -06'115 -.01"'15 ' -06" 9 ''"-:64 min -:15 14 .35 ,'14 .06 '10 °.'0 - 17 -06 . 10 0 37 4 max .06 10 .46 15 .09 1414 93 2 max .09 9 .45 14 .06 10 0 17 .04 10 36 11 .01 10 .01 14 .2 14 94 - ' 38 • min -i06'' 15 19 ',12 09 9 0 17 • -.01 " 9 04 min -.09. 14 14' 11 -.06 '15 ' ,0'.'•::10, =04" 15 -99 14`,: 39 5 max 0 10 .19 11 .12 10 0 11 11'.; 95 3 max 12 15 .57 14 .05 9 .2 9 .03 10 0 14 02 10 -1.4 11 40 min 0, 15 46 14 -12'`15 0 --14 -12 ':.10 [ 27 "11 ': 97 4 min .02 14 : -:15' `11 -02 • 15 ". 0.:' 102"::15 -1.6 14 41 M5 1 max 0 10 -.07 1 15 .57 14 97 4 man 02 10 .4 11 .02 15 0 141 .02 .6 ,98. ,,• 1012 42 min 0>- 15 ' -,46 ` 14 -12.- '15 0 1714 12' 10 27 11 min -09 15 4 16 - 1 15 0:-.1 I 15 1:11 15 r9 5 43 2 max ,15 15 -22 11 .09 9 0 .04 15 -14 11 _ 99 5 max 3 9 33 16 .11 15 0 14 1 15 44 ' min -r15 10": . -.68:,: '14' =,09" 14: '' 0• :10 =,04-`.10 _45'. '14 1010 :09 9 1.84 ':9 5 ':10 75 11 -:1'..: 100 45 14 101 M11 1 max .15 10 10 1?:. 3 man 05 10" 25 ` 1'L 7" 14 0' ` .07 10 101 12 102 3 : •'14', 1.94 914 15 .04 14 46 .07 0 16 - 62 16 9 :-,07 <15 O8' ' 15:-" 103 2 max15'`.15 -;74%`"17 "'-.14 10 1): 47 4 max 04 9 Al,41 9 .04 15 .56 15 �11,- 66 '14 47 02 10 8 R .03 14 01 8 05 15 -.58 17 104 min-•-=04: 14 '-24 :16 .04'10 -,55 12 04-.•:.04' 1011 min -02 15 44 12 _:03 , 9 '''0 . 12 -,05: 10 -1:08 ` " .8:. 105 3 max 15 49 5 max 22 10 1.17 8 17 14 .03 8 .1 9 1.75 806 14 04 14 ..4 15 .04 10 .03 10 '9 14 50' ''min 2-22' '15 ,.63'.:,17 .::.17:i9 :02 ]2 1 14 ' 106 min .06: 9.. . •. 37 51 M6 1 max .22 10 1.17 8 -• ''':94 117'`- 107 4 max .12 14 -.OS 11 02 + 15 0 17 10 52 ' .17 14 .03 8 .1 9 1.75 8 108 12 min -'.22 15 "'.:63 ' 17 '-:17 ':'9 .02 ,' 12 -1', 14 m :; 3 32 16 53 _':94 , '::17' 109 5 max 19 14 _48 16 02'>.15 0 .''0 7 :03.,1 15 025 10 ,. 2 max .08 10 .45 8 .08 14 54 min.--:08 15:' 24 11' :08' ':9 0:- 17 08.:14: - :49 88 9 .91 ..::. 1101 max =r19' 9.- ` -.91 9 .16 10 0,`"`.10 .1 10 0 17., 55 3 max .08 10 .42 8 .08 14 0 8 01 15 111 M12 1 ..0 9 72 15 .16 10 0 10 .13 15 0 17 .55 8 112 -. 56 min• -08 ' 15 23- '11" -n '.9 0'.' ;'17 r-01.'. 10 .3 ''12 mix :05 14 .44 15 6"::;1 1 17 :3 10 5 0` -1 :01 10':' 113 2 max 0 14 .44 15 .06 10 0 10 .04 10 -28 12 RISA-3D Version 14.0.1 [C:1...1...1..1Risa Models\Agilyx\Styrene Conversionl5C5 Skid_Modilied.r3d] Page 9 RISA-30 Version 14.0.1 [C:1...1...1...1Risa ModelsVlgilyxl5lyrene ConversionlSCS Skid_Modified.r3d1 Page 10 N Company : JACOBS Mar 31,2017 ri FA P9-t Designer : KG 9:06 AM Company JACOBS Mar 31,2017 �l.lki .e.a;y ;� Job Number 25PW3020 k F ,�I A'°` Designer : KG 9:06 AM s c u e o i r$ Model Name Agilyx_Slyrene Conversion Skid Checked By:_ .b y t a Job Number : 25PW3020 Checked By:__ a o 1.o c 1 e s Model Name : Agilyx_Styrene Conversion Skid Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member Sec Axialfkl LC v Sheadkl LC 7 Sheadkl LC Tomuelk. LC v-v Moms..LC z-z Momenifk-ftl LC 114' , mh '0 Axia.: ... 9. 08 12' 06':'.15 ,0......17 -04,` 15 `._.qg - :15':t 1,..d. 116 3 max .05 14 .09 12 .08 15 0 17 0 14 -.37 12 .03 115 171 M18 - -10217 min -.05• •9 -1 . 15 08 10 0 : '10 0 9 1:34 15 172 12 9 1 5 09 MT 14 :81'` 173 � ,09, 0 8 09 117 4 max .08 14 -.11 12 .04 15 0 17 .02 10 -.33 12 7 9 1 22 04 1 f 0 17 09 ' r 1740 R 03 r 118 mm -.08 -.072 14 -.2 02 . 0 17 .02 -1.g 9 39 15 -04'.>10 0 ''.10 -.D2� 15 -:91 " 15°' 175 .02 10 -.2 119 5 max .14 14 -.26 12 .1 15 0 17 .1 15 0 15 176 -.02 a 0 17 -.02 a -151 12 8 120 • min -.14 9, -.66 -15 -.1 10 0 %-:1Q .-.1.... 10 ,0 04 15 .55"'. 03 0 •10 : r:,12"-, 177 -3.52' ^g.' 121 M13 1 Max .18 9 1.18 10 .26 10 .03 15 .29 15 0 12 04 14 -.55 03 0 17 0 s -1.26212 122" 'min -.18 14 .29. `r 17 _-26'',:15 0. .:.12 .,.:29 10 -:01 .15 178. • ='04' 14 -.86 : -.03.1r '_, 179 _ 0.>.10 0 , 193 `' 08 - 2 max 08 9 61 14 09 10 03 15 .06 10 -.4 17 180 124 min -.08 14 ' .04 , ,11. ...09 15 0 ' :12 •-:06 .15 ' -1:61 :: >10=:' 181 M19 .149 149 a 125 3 max 01 14 9 ,74 .09 , 1 r 01 ...10 -p 7 f 014 �9.03 i::. 126 05 17 04 10 .03 15 18 10 -.57 17 182' -14' 14 4 • -:09''° 0' '12" -07 f .028 min -.01 : '9 -.23 ``10 -.04`''15 "0 12 .18''15 1:98 ' 10 183 .08 9 .46 -03 f 127 4 max 09 14 -.17 17 12 15 0 12 .03 10 -45 17 184 128 min -.09- 9 .57 ''10 -:12-=.:10 -.03'?15 .03 15"• ''`'=1;27 ' :':10' 02 14 25'- '01 : , "0l 12"'.03 -15 3. _ 17- 12 12 129 185 .02 15 .12 .01 1r 8 5 max .15 14 -.33 17 .18 15 0 12 .23 15 0 12 186 130 min -.15 9 : .. 06 14, .37 •:01<,:: ``=$7 10' '=.18 10 -.03'"'15 -,23".10 ' '-01 '16,.: 131 M14 1 max .15 9 1,35 10 25 10 0 12 28 15 0 187 14 37 132 "..: ._ • 12 '188' a 2 min -.15 14''"' 32 .517 =:25 15 -;07:.15 ,28 10 -05 • 15':. 06 9 72' 07....1 .03 r 0 +"12 _007, ;.02 133 2 max ,15 15 81 14 .11 10 0 12189 .1 9 -.72 134 .07 10 -.8 17 190 07-. ._..9. - 5:a mm -.15 10 -,03 '11 -,11 15 -,07 ''.15 -07 15 =1:89 10'`•' 191 M20 .07 100',, 8 -.079 r 135 3 max .15 15 .18 17 .11 15 0 12 .13 10 -.7 11 .37a 136 min''=15 .10- -29 10 -,11 "10 07:'15 =.13" 15 -2.48 14':: 192 a Y7. 15 .2 .06 137 4 max .12 14193 07 10 .18 -.0 a 0 8 09 01 .138 -.21 11 .17 15 .11 15 .08 10 -.49 11 •:194 -07` 15 ` '.1'- 0 ''12 09"' p' 0 8 04 mm -12 " 9 "-74 '14 -.17''10 '01- 12 O8' ,15 .. -1.53 14'' 195 07 10 0 139 5 max .16 14 -.34 11 .21 15 .11 15 .25 15 0 12 19635 17 .D3;` 0 -.04 9 8 140 min -16 9 07 15 0 .02 0 8 05 a 4 141 M15 1 max .15 10 1.37 15 .08 10 01 17 .15,:,15 .05 15:' 197 07 10 1 .05 15 � 02 142 .0 7 10 18 -p4 f _ 0 12 05"' -.65' 0 8 .04 min -15` 15` 07' 12 =.08' %15 0 10 "=:1 10 'b 12'=' 199 .07 10 -2 .07 0 8 17 143 2 max .15 10 .69 14 .08 10 0 17 .03 10 -,13 12 6 7 144 min -:15- 15 -3 11 -08 15 0 ":10 _.03 15 -1:72. 15: 200 16 15 -.37 -.07•' 'r 0 `;12 02 • p8 145 3 max .11 10 .16 12 .02 15 0 12 201 M21 ,16 15 06 16 10 1 .02 .02 10 28 11 202: 0 15 02 .06 15 147 4' -11 15 R3 15' 02• ':10 -03' 15 -:02 15 1.63 14 r max OS 14 08 11 11 15 .06 15 0 14 23 11 r. -148 min• -.08 9 " 44 '' 14 -11 .10 0 12 0 9 -:88 14 is ®�� 10 0 iggi 1 ® 149 5 Max .09 14 -.17 11 .12 15 0 10 .1 15 .03 15 iii 1 r r r flrlf[.f :01 '150 207 16 '15 0 .01 ` 0 12=: 151 MTh 1 max 09 9' -c59 X14' -.12 "90 '0 `-17 -1 10 0' ,12' 207 •' r Of 23 9 .9 9 .13 10 0 17 ® - •1610 -02 f81 12 -152 '.' min -23 14 • .4 16 -13: 15 .'0. "10 .12 15 .01 10 208®Fi� -.1610 01,,,, 01,::., 5,,:: 0 r .02, 15.: 153 2 max .1 9s12 10 "0. 17>: a • .63 14 .05 14 0 17 .06 10 -.6 17 1 r 1 f • f � t 15 a 154211 M22 1 r 06 15 '8 -:01 150 1 -.02' 803 min -.L 14 -.08 11` -05 : 9 0 `10 06'`15 -1.28 10 ' 04 151 155 3 max .03 14 .12 17 ,02 15 0 12 .01 10 -.58 11 .04 8 0 9 0 114 0 8 0 15 212: 156 min -,03 9 .41. 04,:, 10. ' .02 8 0 140 ;:'14 0 -9 157 4 Max 10' -.0? .10 0 "'15• -.Ol' '"15 -1.81' 14' 213 2 - .04 150 8 12 14 -.15 12 07 15 0 9 0 14 -.38 12 .03 8 0 9 0 14 0 9 -.01 11 158 214 :-.04" 10 .02 8 0 9 0 '.14 ''0 9 -.02 18 min -12'" 9 -52 15' -07 10 0 "16 " b 9 -1117`" 15': 215 3 - .04 15 02 8 0 9 0 11 0 9 159 5 max 19 14 -28 12 14 15 0 10 .12 15 0 10 216 ' 02 10 0 `16 . .0 14- 0 160 • mm -.19 9 ' -78 15 -.14 i.10 0 "'17 -.12 ''10 0 1714 0 _ 217 414 =02:.•02 . :.'6. :: 161 M17 1 max .13 9 106 15 14 10 0 16 .12 15 0 .2 15 -.03 8 0 9 0 11 0 9 162 min '=.13'' 14 • .37 12' -,14':95 0 ..9 -.12 `10 ' -.02 10 219. .02 15 -04 .16 4 :0 1 pq 163 2 max .06 9 .5 14 .02 15 0 1621925 max .02 15 -.07 .01 9 0 11 0 8 p .05 10 -49 12 220 min -.02 10 . _-07 ••'8 -81,•'''g •: 8 164 min--.06 14 .06 11' -%02' .10 . 0' 9 -:05""-'15 -1:51 :15,, 221 M23 1 max0 14 " .� 8 0 .04 15oR 165 3 max .05 10 .12 12 .02 9 0 16 .01 10 -.73 12 222 .25 15 .01 14 0 17 .02 9 .01 10 166 - - min -05 -15 -.22',::15` -.02 .14',"0'-' `9 `-.01 15 --''-1:81' ."•15 r._ min 0 4 10 1 S 12 -.01019 0 10 -.01 141 17: 167 4 max .06 14 -.21 11223 2 max -.0404 15 .24 15 .01 9 0 17 -.01 9 13 12 .168 .07 15 0 170 0 15 -2 114 224 "'mi010 18 '"15" -02 :'1 0 10 " `15 = 6" 12:" 169 5 max -'O6 9 `-.49 14 ,0T'10 -02 ::10 0 10 -1.24 14`': 225 3 max 04 15 .2315 Q2 14 0 .13 14 -.42 11 .11 15 0 10 .09 15 0 17 17 0 15 25. 12 170 ' mm -13 9 .86.. 14226 min -03 15' -.19 ,,15 . _02: •9 0 ';:17 0: :10 .3731 12, -.11 101 0 17 -,09 i10 =l11 '' 10" 227 4 max 03 15 22. 15 02 14 0 17 .01 14 .37 12 RISA-3D Version 14.0.1 [C:1...\..-1...1Risa ModelsiAgilyx\Styrene Conversion\SCS Skid_Modi6ed.r3d] Page 11 RISA-313 Version 14.0.1 [C:\...\...1...1Risa Models Wgilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 12 1 Company : JACOBS Mar31,2017 ill r Designer : KG 9:06 AM Designer JACOBS Mar 31,2017 Job Number 25PW3D20 Checked By:_ IINRiJob Number 2PW3020 9:06 AM r e c e o o r.o o r r s Model Name : Agilyx Styrene Conversion Skid tJl Checked By: c o 0 0 s Model Name : Agilyx Styrene Conversion Skid Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member Sec Axiallkl I C v Sheadk[ LC z Sheadkl LC Tomuelk„LC -v Mome LC z-z Momenllk-fl LC Member Sec Axial[kl LC y Shear(k] I C z Sheadkl I C Toraue[k LC 0v Mome. LC z-z Momenl[k-iti LC 228 >.mid 03" 10' 2 .'12 -.02:.::9 0 .`._10N -.01`.. 9 ' ".-'45 -'.•15,:': 285 3 max 229 5.max ,03 15 2 15 .02 14 0 17 02 140 9 .15 10 03 15 0 12 0 15 .14 10 230 min -03` 10 , :,2 . 12, 02 9 0: •5 12 287 : . `min .0 14 4 .'`10 -03;:x10 "0 15 0`. 10 -21 17'f` 231 M24 1 max 10 ='02•' 9 - '-:58" - 15" 287 4 max 0 .14 10 .03 10 0 1 .02 10 .71 17 07 15 05 10 ,03 10 0 10 03 15 ,02 10 288 min "0 '9 -:11 ''17 ' -:03"'15 0-'' 15 -.02'i.15 -3 10 . 232 min -.07'- 10: 0.''•':'17 .03'`°>15 0 `17 ' -:03 10 -.02'"' 17 r 289 5 max 0 14 .13 10 .03 10 0 12 .04 10 29 17 233 2 max .07 15 .04 10 .D3 10 0 10 .01 15 0 12 290 min 0 -9 -.12 '17'-03 15 0 15 .04:-' 15 "-:39 :10." 234 " ?min --.07 10 0 `'_17 -:03 15' 0 17 -01 ' 10 ,-:03 "15- 291 M30 1 max .04 14 .24 15 04 10 0 17 .03 15 .28 17 235 3 max ,06 15 02 10 03 10 0 :'10 0 10 -.01 12 292' min --.04 9 -c17 ?-12 =,04 15: ' 0' 10 -,03 10 =:39 `10 236 mm =:06 .10' 0 - .17 .03:"15 0' x'17 0 15 '-.03 '15:;;: 293 2 max .0 14 .1 15 04 10 0 17 .0109 .17 17 237 4 max06 15 01 10 .0 10 0 10 .0 10 ,01 11 294 min =.04 9 _ 17`'`'12 238 min 06' ''10 -'01: 17 03::::.:15 0 ''17 -.02, 15 '04` 14 4" 15. 0 10 -i01''' 9 .06 10.' 239 5 max 06 15 0 12 03 10 0 10295 3 max .04 14 , .22 15 .04 10 0 17 0 10 .06 17 240 04 10 0 17 296 ", '.'-':min :-:04 9`'. _18 12 -04` -15 0'' 10•• 0 15 -i23 10': ,min -.06' 10 02 ;'15 ,03'-`:15 0 %'-17` =;04"' 15 - X04 ' "'.'10 297 4 max 241 M25 1 max 05 15 15 15 02 9 0 11 02 14 0 17 .04 14 .21 15 .04 10 0 ,10 .02 10 -.03 11 242298 man .04 9 .2 12 .04 15' 0 " 10 •:-:02."t' 15 .06 12' Min '-.05 ' .10 14 ''12 -02? 14 =0 14 =:02' 9 .11 ' 10:: 299 5 max .04 14 .2 15 .04 10 0 17 04 10 .02 12 243 2 max .05 15 .14 _ 15 02 9 0 11 0 14 0 16 300 mm ;=04. ' '9 -19 `12 --:04 `15 ' 0: 10 =04'' 15 -22 `15'`- 244 'min .05 .10 -,1 '-.02`- .14 " 0`..,.14 '0.." 9 -:13 ':9 245 3 max 05 15 14 �i7 02 9 0 11 0 9 08 12 301 M31 .1 maxn .02.010 05 15 M 10 0 17 .09 15 0 17 302 min ::.02'" '15 0• „'15 15 .08:':'15 -:01 10 .04 10 246 min -05.., 10 -.15 ';'10 i02'''14 0• ;;14 0 :. 14, '.; ;2._ 15,-,.. 303 2 max 15 0 12 247, 4 max 04 15 ,13 17 02 9 0 11 01 9 .17 12 304 min``-02 10 .04 =12 -.08--15'8 10 =01"17 '-04.' 10 02 .15 �. 248 249 5 mmin .0aX 156-. '10 -:02. 14 0 14 -.01 14 ' -27 15" 305 3 max .02 15 .03 15 08 10 0 17 0 9 0 12 .13 17 ,02 9 0 11 .02 9 .26 12 306 - mm 02" ` "10' '0 12 -,08 15`-:01 10 ".0 14 -04 15 . 250 min -04 10 -17 ' 10 -02" <14 '"0 -"14 -.02:„14 -.34 . x.15 , 307 4 max 251 M26 1 max ,04 10 01 14 0 9 .02 15 .02 15 .08 10 0 17 .04 10 0 12 22 17 .02 9 25 12 max •-02' 15 c ;17 ,08 `10 -.01 ':17 9 :10_ 05 12` 252. min,-04 . 16 308 _.?5 10 -01 9 0 :,16 -.02 : 14 -:35 18:;. 253 2 max 05 103091 5 max .0 15 01 17 .08 10 0 17 09 10 0 12 22 17 .01 14 0 9 01 9 .42 12 310 :'min' ''-.02: "'^10" -:01'': :10 .08' 15'-:01 10 '-09.':'15 -;06 '15'- 254 min, -05 ' 15 - -27 :10 -101 9 '0 ''16 '-.01- 14 ',-'49 '15 ' 311 M32 1 ma 255 3 max .05 iD03 15 02 15 .03 10 0 17 05 10 0 17 21 17 02 14 0 9 0 10 .58 12 =312 `min =03' 10. 0 12 ::03` 15 -01 .':10 -.05"« 10 -:02 10`- 22556 " 4',min -05' '15 -.28 10 -.02: '9 - 0 .'16 ' "0' 15 62 '. 15 05 10 313 2 max 03 15 0 15 03 10 0 17 02 15 -.01 16 21 17 02 14 0 8 0 10 .76 10 314 mart 3- ` 10 0 12' 03,',15 .01'` 10' 02`10 02 1 258 min -:05 15' -,29` '10 :.0?"'9 0' 16 0' 15 274 17 315 3 max .03 15 0 17 03 10 0 17 0 10 0 12 259 5 max 05 10 2 17 ,02 14 0 9 .02 14 .95 10 316 min -:03 10- ; -01 .10 =;03:_15 -,01 10 0'.'` 15 02 15;' 260 .. .. 9 '..:88 " "17:: m111. -05- '15 'i ' 10 -.92 "g 0 1 fi -:02 317 4 max 03 15_ -.01 17 03 10 0 17 .03 10 0 12 261 M27 1 mart ,09 15 01 12 06 10 0 12 03 15 01 12 318 'min =.03` - 10 -,03 10'-03' 15 =01 -10 -:03 '15 '0 ' 15- 262 •"min 09''"10, '-.27 r. `15 -:06' 15' 1:08 '15 -03 10 2 15 319 5 mEx 02 15 -02 17 03 10 0 17 05 10 02 10 263 2 max 09 15 0 12 06 10 0 12 01 15 01 12 320 min -02 , 10" -04 '8 -,03 :!15 01"`10 -:05 15 ' ` 0 -!17`1: 264 Inp -,09 10 -28 15 -,06 15 -08'""`15, -.01.. 10 -:12 15' 321 M33 1 max .05 14 58 8 03 15 0 12 04 10 .15 8 265 3 mac .09 15 0 12 .06 10 0 12 0 10 0 12 322. min -05' 9 -,03 ' 10 '-,01 '.8 '-:04' '15' `:08' 12 266 mm -,09 10 28 -;•15' -:06 15 -.08 15 0 15 .51' 17 15 X23 2 max 05 9 .57 8 03 15 0 12 .02 10 07 8 267 4 max 09 15 0 12 06 10 0 12 .02 10 06 15 324 'min -.05 9 31 17- -03 269 5 min -.09.; ' 10 ' -,29 .,15 2,06'`15 -.08%''15 -,02 r?" 15 - '''0 ,12'`" 325 3 Max 05 14 ' 10 -.01' ,.'`8 02'i 0 23 , 8 1. 08 15 0 12 ,06 10 0 12 04 10 14 15 326 • nun,'-,05' 9 36 17 1 03= 10 0 10 -22 17 270 min -08'% 0 '; -,29_'15 -:06 15 -,08 :15 -'.04 "15 `0" `12''•.' 15 0Q 11:22 15 - 8 =SMIi�1 •0 4 max ,.5 14 8 ..0 15 0 12 01 15 -.37 17 271 M28 1 max 03 14 0 12 .14 10 0 12 08 15 0 12 328" 5 olio -95-- 9 3 ' 17 -.03'''.10 .--.01 ':8, ‘01 ` 10 :567 8' 272 min =03 ' ' '9 '<' -.11 15- -14"15 -,12".15 -.08 10 -11 15,::r 329 max 05 14 .54 8 .03 15 0 12, 03 ,15 -.51 17 273 2 max .03 14 0 _12 14 10 0 12 .04 15 0 12 330 : mm ..05 9: .29 '17 •-:03 '::10 .01.". '8 .03`' 10. 274 min -.03 ,9 , 12' . 15'. -,14" 15 =.12. 15 -.04`'%10 -08 15' 331 M34 1 max 01 14 13 17 02 15 0 12, .03 10 , -95 7 275 3 max .03 144 14 10 Q 12 0 10 0 12 332' min :01 9 ' '25 '8' :02 is 10 0 8 ` =,03' 15 -:92 8'' 276 min'-',.-.03 9 .;.•:-,„E ;� .-,14 15 . -.12 : 15 •• 0: 15 -:04 15` ciY r333 2 man 01 14 '26 17 02 15 0 12 . 1 10 -:7 17 277 4 max 03 10 0 12 14 10 0 12 .05 10 0 10 334 - - >min -01' "°9' -76` `8' ,-:02• 1 D"�..0."'':8 -..01 J'15 i-:711 =8" 278 min -,03. 15 '2:13 15 --,14,';>'15,-12` '15 -.05' 15 '0 `17'.. 335 3 max .01 14 -.15 17 02 15 0 12 0 15 -27 17 279 5 max .03 10 -.01 12 .14 10 0 12 .1 10 04 14 `336 "'niin '-01 9 -28 8 "-92'.10 ,':0 280 :_` 8 0° 15` =44 7 loin "-.03' 15 -:13' "15 '-.id'`15 .12""15 -1 15 0 11, 337 4 max ,01 14 -,16 17 02 15 0 12 02 15 -.14 17 281 M29 1 max 0 14 .18 10 .03 10 0 12 .04 15 ,01 10 '338 'min .01 ''.9 29.' 8" :02'` 10 "0 `•.8 ' 10 ' -=:26- ' ' 8 '>: 282 - m' 0 '" 9 :i.-,09:'-17 ,03' 15 0 15 :04 '10 0 'r`17 - 339 5 max .01 14 _ -17 17 .02 15 0 12 03 15 0 17 283 2 ma 0 . 14 .17 10 .03 10 0 12 .02 15 .07 17 340. ' min -01" ' 9'"'" -..31L"" '8'_ -:02- '10 '0 '18 -.03 _10' ---:01 8 284 thin, .0" 9 -.1 '117'. -03 -`15 -0- 15 :-02' 10 ' .:. :.1 " 10`. 341 M35 1 max 18 10 1.3 17 09 14 .02 15 .08 9 2.41 17 RISA-3D Version 14.0.1 [C:\...\...\...\Risa ModelslAgilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 13 RISA-3D Version 14.0.1 [CA..,1.,\..,\Rica Models\Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 14 1 Company : JACOBS 1� !�� Mar 31,2017 S'��"g F e" Designer KG Company JACOBS R" Y"°' 9:06 AM Nil': ,�GG,, Designer : KG Mar AM 2017 , o ,[W',�;A;1"a Job Number : 25PW3020 Checked By:_ F 8 'F at N.& g 9:06Checked r e c a x s c r r s Model Name : Agilyx_Slyrene Conversion Skid ';,,� J 4,.�` :J,;�"`:s Job Number 25PW3020 Checked By: T r C e N e l e G r x 6 Model Name : Agilyx_Styrene Conversion Skid Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member Sec Axialfkl LC v Shearikl LC z Shearfkl LC Tomuefl_LC v v Monte..LC z-z Momentfk-ftl LC Member Sec Axiallk] I C 342 y Sheadkl LC1 z Sh 6[k]14 To.03 1C v-v Moms LC z z Momenl[k-ft] LC mm -'18 '''15' -1.35'``70 '-Og;'.9 >0 ''12 -08'>:- 14' =249' '+:10 399 5 max 04 14 .15 11 .06 14 .03 14 0 8 0 8 343 2 max .18 10 1.3 17 .09 14 .02 15 .04 ,9 1.81 .17 400 mm -.04 9 -.68 i>14 -06 9 . "0 '''11• .0 8 0 8;} 344 min .18' ' 15 -1 36 10 .09':9 '"0 ' 12 -,04 14 -1.87 '•-10'.' 401 M41 1 may 345 3 max .18 10 1,29 17 .09 14 .02 15 0 14 1.21 17 .07 9 96 9 .13 10 .31 15 M5_ 15 0 16 402 346 min -:18 15 '-1.37```10 1 9 . 0 12 0 9 1.24"' mix. -.07' 14 29 16 -.13'` 15 31 15 =02 10 .10 18.; 347 4 max .18 10 1.29 17 15 403 2 max ,O6 9 .93 9 .13 15 ,31 15 .02 9 3 9 .1 14 .02 15 14 .62 15 404 °min 14? -31 16 -.13`.. 15 -.01 15 02 9 ':`-36• -'`-<9:: " 348 mm 18 ` 15 1 37 10 -.1 9 0' 12 -.05 `.9 ' =61 `.1 405 3 max .07 14 .9 9 .12 10 -.01 11 .05 10 -.17 12 349 5 max .18 10 1 28 17 1 14 .02 15 .09 14 05 14 406 min =:07 9 9 %14 -12 >,15 -.54 10 -.05` 15• -:7 9 350 min -.18 "15'' -1.38 10' .1'''9' 0'`"12 -.09'. '9 0 11 " 407 4 max .07 14 .3 11 .04 9 .38 17 .05 10 .11 11 351 M36 1 max 06 10 .04 15 04 15 0 9 04 14 0 17 408 min -07' 9 --,93'° '14 ,04: 14 -.54, 10 .05- .15 35 :'14 352 mm -.06' 15 '•0 12 -04,: 10 0 -16` '-.04 ''9 '"0'' -.10 _3.53 2 max 06 10 03 15 .04 15 0 9 02 14 0 11 409 5 max .07 14 .39 11 .04 .38 17 4101 .... man .05 g -94 14 04' 9 -.54''_10 05:,.. 10 0' 8 354 ,mm"•=.06` 15 0 °12 -.04 10� 0 ;:16 -.07-: 9 ;=:01 ;-:14'', 355 3 max 411 M42 1 max ,05 14 .7 9 .05 9 0 14 0 8 06 10 ,02 15 04 15 0 9 0 15 0 120 8 356412 • m x :05%{ 9 19 16 -05 14'° 0' ,:11 .,:.0 'i i;"8 ..0 mm '-:06 15 0 12 ,04 10" 0'"'16 0 " 10 " 02 15"` 413 2 max 05 14 .69 9 .05 9 0 14 .03 9 .12 16 357 4 max .07 10 0 17 .04 15 0 9 03 15 0 12414 ,min=-05' 9 2" '16 .05,_.14 0 11 `'-:03 14 -142' ,9-'. '358 min -.07- "15 01 10 '-.04 '10 0 `.16 -02 10 ''=03 '+15'' 415 3 max .1 10 .14 16 .03 14 0 14 .04 9 ,17 359 5 max 15 0 9 05 15 0 12 416 min " 1 15 "' •-;47 " =9 03 16 360 min -07 15 ,02 10' 22 14 0.:,.."16' -05= 10 " -.03" "15`, 417 4 max 10 14 59 ` 361 M37 1 max .11 9 q9 8 15 10 14 16 ,03 9 0 14 M 9 .3 9 3621 .11 10 0 16 418 min 11 : • 15 =:13 9 =03"`'9 0 <'11:4 02 14. g 8 364 min '-.D1 14 27' ,'16 22 -:9' • 0 14 -.11 ., 419 S,man .11 10 .13 16 . 14 0 14 0 8 0 8 363 2 max 07 9 .25 8 .02 14 0 11 0 14 -.32 11 7 14 - 420 " 'min -09 5 .79 9 -.045 9 0 14 0 8' .14 16 -02 .9 0 ,,14 0 9 . .,.6 8 421 M43 1 max ,0 `'$-.' 365 3 max .02 9 0 11 0 10 0 11 04 10 -42 11 .0 15 .1 14 .0 9 0 14 0 8 0 366 min :02 14; -.01 14 0' 15 0 14 -:04''15 -.79 8 . 423 :..mix< .09' 10 9 11 `9 0 11 0':,t`9 `. >;.0 8 367 4 max423 2 max .09 15 .69 14 .05.09 0 14 .O 9 .12 11 .02 14 -.12 11 .03 15 0 11 .02 10 -.31 11 424• inm :-.09' ''10 2 ` ?11' .-:05'14 '`0` ' 11 -,03-"14 ' •'-;42 368 min -02 9 ' -.23 '8' ;03' 10 0 14 -i02 15 :-58 8 425 3 max 0 15 .14 11 .03 14 0 14 .04 9 17 11 369 5 max .06 14 -.24 11 .07 13 0 11 06_ ,J5 .02 9 426 -min r..0'" `"10 .47 "'14 -,03":'9 0 :11 :04 14 '=.59' 14:1 370' min -.06 9 45 ' 8 -07 10 0 14 -38 10 0 16<` 427 4 max 0 15 .14 11 .03_ 14 0 14 02 9 .08 11 371 M38 1 max .08 9 .89 8 .17 10 .1 8 .19 15 -.01 12 428' 'min .'0 10 ' "-.48 '14 -03 -"9 0 11 A2'" 14 • 3 r '14 372 mm -,08 14 .48 17' -17 "15 i06 12 119'';10 ,. -03' '.8'= 373 2 max429 5 max 0 9 11 .04 149. 0 14 0 8 0 .03 9 .65 8 .12 10 1 8 .07 10 -.74 17 430 min. "'0 14 ' -.49 .14 --:04`' 9' "'`0 .' 11 '-0"' 8 0 " "g 374 `"`mm -33 14 '''';35 '17 --12 '!15 •.06 12 "j07 ".15 -1'-37 8 431 M44 1 mF]x .08 15 .02 8 0 9 0 12 0 8 0 375 3 max .06 10 -.11 17 .05 15 -.02 12 13 10 -.85 17 432 min -08'" ..10 0 `'11 '0 14 0- '8 " 0 8 `0 '8 376 mini -:06' ' '15 -19 8 -35' 10 -.04 8 -:13 -15 -1,58 8'':• 433 2 max .08 15 0 8 0 912 0 377 4 max .06 10 -.24 17 .09 15 -.02 12 .04 9 -.55 17 434 0 0 11 378 min -.06 15 -,44 8 -09 30 -.04 8 -.04`<`'14 -1 02 ` 8 min M8 ' 15 0 8 0' 8 " "`1 379 5 max435 3 mix .08 15 0 8 0 8 0 12 0 9 0 11 .08 14 -.37 17 .14 15 -.02 12 .19 15 -.02 12 436 `"min -:08 10 0 8` 0 8 0 $ 0 " 14"' D ;8;' 380 'nn -08' 9 '-69 ' 8' -.14` 10 -.04` ^8 -.19 10 -.03 8 437 4 max .07 15 0 11 0 14 0 12 0 9 0 11 381 M39 1 max .1 15 .43 9 .04 15 0 9 0 8 0 8 .438 ' min'-07 ' 10 0 8" ' 0 -': 9 •0 ''8• '"0`''' 14 0 ::8 '382' min -.1 10 : :04 16' -.04 10 0 16 0 ' 8 0 8"• 439 5 max ,07 15 0 _ 11 0 14 0 12 0 8 0 383 2 max 1 15 .42 9 .04 15 0 9 .02 15 .03 16 440, thin `-'07 ' :10 =02 '<8' 0' '9 '0 4'-8 •0` 8' '0 ;..8 384 " mm -.1 _. 10... ..-,05` :16 -:04 10 0.. 16 -.02 `.10 _-28 9 ;:. 441 1 max 7 385 3 max .04 15M45 .0 15 .45 8 0 9 0 8 0 8 0 8 .37 9 .04 15 0 9 01 15 .06 16 442: `min, •-:07"''"."10 � • .45 '''12 0 `..'14 0-'':'17 •" '0 �.-8 ..._.-.0 :'g...: 386 min :04 10 -.08 16 -,D4`' 10 '0' 16' -:01' 10 -33 9 443 2 m€x .07 15 .63 8 0 9 0 8 0 9 -.33 12 387 387 max 09 10 .21 16 .07 14 0 16 .02 9 .12 16 444 min -07" 10 • " .34 12 ..0`'":14 0:"'17 0 14 -;62•' ' '8 988 4'min -.09 15 6 • `9= .07' '9" 0 "'9 -.02 '-'14 =39 .-9`" 445 3 maxn ..0 15 .35 8 0 10 0 8 0 9 55 .12 8 389 q max ]� 10 19 16 .08 14 0 16 0 8 0 - min -.12 15 • -.62 �- 446 min 03 10 .47 12 0 14 0 '8 0 14 :=12 :8 ;'g 08 ,.9 -.02 :<9 0 8 "'0 8>`° 447 4 max 391 M40 1 max 07 10 34 14 ..0 1 .86 '8 0 14 0 8 0 9 -77 8 .04 15 0 11 0 8 0 8 "448 ,'•min. :03"' 1N - :86. '8` 0 ' '9 0' 17 ."0' '14 -77 8 392 min -.07 15 `''"-.09 11• -,04 10 0 14 0 8 0 '''8 " 449 5 max .0315 -.55 12 0 14 0 8 0 8 0 8 393 2 max .07 10 .33 14 .04 15 0 11 .02 15 .06 11 450 • min -.03,. 10 1.01""8" 0 9 0""17 D "•8 '''::''0 -'8<.:` 394 min -07' "15 =1 ' 11 :04'' 10 0 14 -:02''10` •-:22 ' 14 451 M46 1 max .15 15 05 8 .01 9 0 15 0 8 0 8 395 3 max .04 9 .29 14 .03 15 0 9 ,01 15 .12 11 452 '' ' 'ny'[L -.15 10 ".03 '-_12' -.01 14" 0 ' 32. .0 •... 8 `>0 .::.:8-.: 396 min -.04 14 -.12 r 11 •-.03 i 10 0 16 '-01°` '.10 -:42 "'14-i• 453 2 rnDl .14 15 .04 8 0 9 0 15 0 9 -.02 12 ' 397 4 max .04 10 .17 11 07 14 0 14 .01 9 .1 11 454 ' min -.14 ' ' 10 •.02 ``12'' 0 ' 14 "0 12 '"0. 14 -:03 8.+-, 398 ' min 04 15 r r -66"''14 =07 G' 9' :0 11 -01 14 -43 '14' 455 3 max 14 15 .03 8 0 9 0 15 01 9 -.03 12 RISA-3D Version 14.0.1 [C:\..1.\...\Risa Models\Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 15 RISA-3D Version 14.0.1 ICI,,1...1...\Risa Models\Agilyx\Styrene Conversion\SCS Skid Modified.r3d] Page 16 k r w r/�� �I Company JACOBS Mar 31.2017 irS�", Designer KG 9:06 AM rµµµyyy Company JACOBS Mar 31,2017 [,c +A Job Number : 25PVV3020 g�� Designer KG 9:06 ke E c e e e•e e e s Model Name Agllyx_Slyrene Conversion Skid Checked By:_ Job Number 25PW3020AM TECHNOLOGIES Model Name : Agilyx_Styrene Conversion Skid Checked By:_____ Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member Sec Axiallkl LC v Sheadk LC Sheadk LC Tomuelk LC v Mome C 7-Z Momentlk-NI LC '456 `: mm<.-;14 10 .07 '::=12 '0.--. 14 "0'-.' 12 `'..01-•'14 -'-.05 >::8,.:'. Member Sec Axial[14 LC vSLC zS I C Torque/lc 14 y-v Mome.9 z-zM-.02nllk-Itj LC1 457 4 max ,13 15 02 17 0 14 0 15 0 9 -02 17 513 2 max 01 9 .05 8 01 9 0 14 0 9 02 458 -. .. ,, min -13 '` 10: -.04 ..8 .. '0 ,.. 9 0 12 0 14: 515" _.03 ;:,8 mm':_:01 9:: .03 *' 11 -01 14 :<p 11 0` 14' 16 459 5 max .13 15 -.03 17 .01 14 0 15 0 8 0 8 515 3 max .01 10 0 16 0 14 0 14 460::.... min -.13 :10 12 ::0. 8 •, :: .0 517 .01 -.010 i 16 3 ' -.02 0 16 461 M47 1 max .02 9 06 8 01 9 0 15 0 8 8 .518 4 max 01 10 3 80 14 0 14 462462. 2 max rnin i=.02 14:'; .03 <17 '0 14' '•0 12 ,0 8. 0 8 519 01' 15'' -.02 8 :0.' _14 0 ' 11 :,;0 4 . :02 8'i': 8" 519 5 .01 10 -.02 16 090 14 0 8 0 .02 9 .05 8 0 9 0 15 0 9 -.02 17 520=' -'0 a -1 -I :.. „17 -0- 14 '0' ...12 .0; ' 14 -.03 '...8., - 465 max 02 9 03 8 0 9 0 15 0 g 521 M53 1 .07 03 17 522 .:. 466 min''-'02 14 .02 17 0" 14 0. :.',1 . ,0:,. 14 •.06 07 10 01 1 15 .02 81 0.;;,. 9 0' 12. 0` 8 8'" 523 2 .07 15 0 8 467 max A2 9 _ 03 17 0 14 0 15 0 9 -07 12 524. : 0 8 468 min -.02 14 05 ;.,:-8' '',0., 9 ..0 0 , 14 -.04 .. .,.8' 07 10 max .07 0 8 0 14 .0',;- 12 '0-0. . 91 01 8 470 min .02 ..._ 4.;. :08,... '0 r r I 576 .3 -07' 10. 0 8 0 8 0 12 0 9 0 118 ;,-. 0 0 ' 0 :8 0 0 12 0 9 01 471 M48 max 2 9 06 01 0 0 8 ` 527 4 07 15 0 16 0 14 0 12 0 9 472 min -:2 14 .03 -.01 0 0 ,..0 8 529 -D7' 10'. -01 .:;R • 0 :. 9 0 11 0 0'-` 15 0,:. 14 :.'-01 8 .! 474 max I I I • r 8 5 ' .06 15 -.01 16 0 14 0 12 0 8 0 in -,2' 14 02 11 "'0 ® 530 06 10 02 8• '0 9 0 15 0 8 0 8 475 Amax 0 0 04 8 531 2 9 -.01 16 0, 0 .01 -.03 16 476 �in -.2 14 -.03 g ,.0 p ;, 01 532 1 M54 1 10 0 8 0 9 01 15 0 47 man 6 8 533 .1 14 15 '0.:: ., 8 0 8 15 1 Q_�2 0 0" �2 1. I • I • I -12 1. 2 .1 10 0 9 .01 15 0 9 0 12 478 iggii 14` 04 0 14 0 535 .1 10` 0 8 0 14 0 15 0' 9 0 8 <479 9 03 0 9 0 0 9 -�03 ., .8 535 '3 .11 10 0 8 0 8 .01 15 0 9 D 12 479 0 8 0 536 -.11 15 0' 8 0 ' 8 0 12 0"' 14` 0 814 05 ? 0 .14 `0 p.: A 84: •• ® 06 0 9 0 0 8 0 '8 537 4 11 10 0 17 0 14 .01 15 0 9 0 12 [[:RI®E•Imax ,3 0 194.., 0 .. 0 A 538 ' =i11 ..::15 " 0 8 0''... g p ::: 17 p. .,,14 0` "'8 539 5 .11 10 0 17 0 14 0 0 0 9 ..-g2 i8 540: .01 15 0 8 0 0t ._..10 1" 8 0+ 9 0 14. 0 8 0 8..s 484 -:04' 15' . '02 11 0 14 0 0'' 14 -04 ""8-" 541 M55 1 a .08 10 01 8 0 9 0 14 0 8 0 8 485 - .04 10 .03 8 0 9 0 9 .01 9 -.03 11 542 :' 486 -:04:. . 15 02 11 0 14" 0 , ..,_01 14 -O6 ' '8.,; 08 10 '. 0 8 0, : 9 ;.0,:. 14 0" 9 0 g,.; 487 .,.06 10 -.03 16 0 14 0543 2 .0 10 0 8 0 9 0 14 0 9 0 12 488 0 9 -.02 16 544 08`- 10 •: 0 8 0 .:,..8 0: 14 9 0 2 -.O8' 15 - 06 `':8 0 t9 0"` 0- 14 =iO4" .'.8 ;'' a I. 10 .04 16 .01 14 0 0 8 545 3 .0 10 0 8 0 8 0 14 0 9 0 0 8 548 12 491 M50 1 m -:06'' '15 : -.07 '8 -:01'. .9 .0 0 8.. ,,0 8` min, -08 10: 0 8 0`::..:14 ,0.:..1 ..0>; 9 0 8 .06 15 .04 8 0 9 0 547 4 man ,0g 10 0 17 0 0 14 0 9 0 1Z 492 ' 0 8 0 8 549 5 min 8"_ '10 0 8 0 9 •0;, 14 ""0> 14 min _06- -10 02 ,<;16 '0 .14 0` 4 ''0 8 0 8 549 5 max 493 2 max .06 15 .03 8 0 9 0 0 9 -.01 16100 .08 0 17 494 551_ min -:08 10 1'.01 :; .8 0 14 0'.,:12 , .0....8 0 min .06 10 ', ` .01 "16 0 `14 .0.-.. 495 max 0- 14 : -.02 A'' 551 M56 1 max 0 10 1.11 8 .03 10 0 12 0 8 0 8 3 06 15 .01 9 0 9 0 0 9 -.02 16 552 "` 496 r '-06s 10 0 16, 0 14 ,0, . 0: 14 =.D3" " :;';8 m x 0 158 "6 11 02 15 0 8 .0 8 497 4 max ,04 15 03 11 .01 14 0 0 9 -.02 11 553 2 max 10 .39 8 .02 10 0 12 .02 10 5 8 0 498 :04: 10. .06 : .,8.. `:'-.01' 9. 0 . min::02 15.. 39 11 02 `10 ' :0 A .03 10- 69 81 499 0 14 _.04 ':.'8:; 555 5 max 04 15 -04 11 01 14 0 0 8 0 8 556 .i 3, max A2 14 0 8 0 10 0 12 .3 10 2 11 8 500 min`'-.04> 10 .07 '8 -:01 9 '0 man -04 9 3 '11 "0 6:15 ;0 8 ,-02 15 1.28' 8 501 M51 l max 03 10 .07 8 0 9 0 8 0 8 557 4 max 04 14 -.39 8 .02 15 02 10 51 11 502 m x -03 15. 0 0 8 58 =04 9. 71 8 -02''10'x:;0 1� 503 03 16 0 14 0 8 ' °0 8:,,: 5 max 0 02 8 03 8- 503 2 max .03 10 .05 8 0 9 0 1 0 9 -.02 16 560 5.,7MGI .06 14 :1 11 03 15 0 12 0 8 0 8 mm''-.03`. 15 03 16 0 14 .0 :01 - 9 _.06 `8' -.01 "`10 0'= 8 0;, 8 505 3 max0. s' 14 r,y03.... 8 561 M57 1 max D 8:, 05 10 01 11 0 14 0 I 0 9 -•02 11 01 .06 8 .01 10 0 16 0 8 0 506 m 05 15 . -.02: g' „0,,:,9 `' 0 562 min 563 2 max _03 _ 17` -.01 1`,z 0'" 9 D' R 0 507 4 max .05 10 -.02 11 0 14 0 r 0 9 -.01 110 9 .04 8 0 10 0 16 0 10 -.02 17 508` ';.min `-'05 • 15 .03 ,,,8. 0 564 3 man "0 14 02 17 0 15 :0. : 9 0.,, - 9 0''` 0 "-14 02 815 '.`;-:02 -8 • ' 565 max 509 5 max .05 10 -.02 11 0 14 0 r 0 8 00 0 8 0 10 0 16 0 10 -.03 17 510 . ,:min -.05 '15 .04 ;,:8 _.0' 9 .,0 17 8 567' ',mjn 0' ., 14 '.'. ..0 12 :'0."s 15 0°.. :`9 0.., 10 -.03 511 M52 1 max ,01 14 .06 8 .01 9 0 0' 8 0 8:C 567 4 m 0 14 .02 12 0 15 0 16 0 10 -.012 17 8, 512 .' :0T 0 8 0 8 569 man "00 .. 9 '-'.04y 1 0 15 0 ;. '9 0'' 8 02•: 9 03 ':91' -.01--`14 •0 .:. • 0-'' 8:._ .p R-.i 569 5 max 01 14 -04 12 01 15 0 16 0 8 0 g RISA-3D Version 14.0.1 (C:\...\...\...\Rlsa Models\Agilyx\Styrene Conversion\SCS Skid_Modified.r3d1 Page 17 RISA-30 Version 14.0.1 [C:1...\...1..\Risa Models\Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 18 f Company : JACOBS Mar 31,2017 12017 *71 RI S' ' l Designer KG Company JACOBS Mar 31, I F�`- Job Number 25PW3020 9:06 AM Checked By: i1' -1 19'i.-��', Designer : KG 9:06 AM ked By' * i e u I : y �.�� Job Number : 25PW3020 Checked By_ e a a a Model Name : Agilyx_Styrene Conversion Skid '11,..3[J 9.� �t�Y:/ ;l r e a e a a,o s,e s Model Name : Agilyx_Styrene Conversion Skid Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member Se Axialfkl LC ySheadkl, LC z Sheadkl LC jorauelk LC v-v Moine LC z-z Momentfk-(0 LC 570 min "01. 9 07 8 -01 1 .u -k..LC y-y Mame.LC z-z Momengk-rt] LC ' 627 4 max 0 14 -01 16 .04 10 0 16 02 10 0 12 571 M58 1 mex 91 996 8 .01 10 0 ,12 0 8 0 8 628 min --0 9 -02 " '9 -.04""':15 01. 9,': -02 15 02 15':• 629 5 max 0 14 -.02 16 .04 10 0 16 .03 10 0 11 573 2 max 91 9 .04 8 0 10 0 12 0 _ 10 -91 16 574 min -.01 14 '02 ' '16' -';b 15 -• 0 15 0 15 -:02 8 575 3 max 0 9 0 8 0 10 0 12 0 10 -.02 16 Envelope AISC 14th(360-10):LRFD Steel Code Checks 577 4 max 0 14 -.02 11 0 15 0 12 0 10 -.01 16 578 mm 0 9 -:04 8 0 10' .0 '-"15,''0 15 -:02 8 Member She.. A i' • • • phi Pnr.phi'Pnt ohi Mn phI'Mn Ct Eon 1 M1 W8x24t 579 5 max 01 14 04 11 01 15 0 12 0 8 D g 089 1.9814 .1091.26 .14 2..H1-lb v 14 95.84 580 min -,01 9 07 `"8 01 `10 0.':.+:15 '' 2 M2 W8524 044 15'48 9 044.15.65,y.8'`:110 2',229-39 23.14<62 37 2::Ht=ib 581 M59 1 max .02 9 .06 8 01 10 0 11 0 8 0 8 3 M3 . W8x24 9 .044 0 v 8 222 31 229.39 23.14 62,37 2..H1-lb 582 4 M5 W8x24 .042 15.65 min -.02 14 D3 16 -.01'"15' 0 14 . 0 8 0 8 • 14 046 93 14'95 84 22939 23.14 6237 2.11=lb 583 • 2 max .01 9 .03 8 0 10 0 11 0 10 0 1614 ,072 4.66,v 8 110.2 229.39 23.14 62.37 2,H1-1b 584 min -A1' 14 ''A2 16 ' 0 15` 0 14 0 15 =;02 ' '8., "6 M6 W8x24 ".038 0 14 041 :0 y 8 22231 229:39 23:14: 6237 2::Hi lb 585 3 max 0 9 0 8 0 10 0 11 0 10 -.01 16 7 M7 W8x24 .039 1.24 10 .038 0 v 10 198.68 229 39 23.14 67.37 1..H1-lb 586 min 0 14 0 16r 0. -'15 0 14 0 15 02 8 8 `M8 W8x24 ;109 124 15 '.102'1`24 y 15198:68 22939 23:14^ 62:37'1:,H1-1b 587 4 max 014 -,02 11 0 15 0 11 0 10 0 16 9 M9 W8x24 .644 0 15 .303 1.24 z 15222.21 229.39 23.14 62.37 1..H1-16 588 min'..0 9 -.03 '8; 0 ,10 0 14 0 15 -:02 .r$-":: 10 M10 ''W4x13 . ,084 3:43 14 .035 7•y 9 85:84 12409'7.81 16:96 1::H1-1b. 589 5 max 0 14 -,04 11 _01 15 0 11 0 8 0 8 11 M11 W4x13 .788 0 10 .695 124 z 10 85.84 124,09 7 88 16.96 1..H1-lb 590 min ' 0 : 9: '07 • ''8 •=.01 '10''0 14 0 8 0 '`''8 12 ''M12 W4x1'3 086 2'92 15 031 4 23 t5=85`84>124.09 7;88' 16!96'9}H1-16 591 M60 1 max ,03 9 .06 8 01 10 0 14 0 8 0 8 13 M13 W8x24 .040 2.99 10 098 0 v 10 198 68 229.39 23.14 62.37 1..H1-lb 592 min -,01 14 :03 16' -01 '15 0 11 0 ,:'8 0 8 14 M14 ''W8x24 951 7 15 .0335 4:96 y 14 198 68 22939 2314 '62.37`1::H1=1b 593 2 max 0 9 .03 8 0 10 0 14 0 10 0 16 15 M15 W4x13 .123 299 15 .209 401 z 15 85.84 124.09 7.88 16.96 1..,H1-1b 594 16 M16 `-'W4x13 min 0 14` ':02 16 0 ,15 0 11 0 `'15 =02 8'' .113 • 3.14 14 .036 °:0 .v 9 85:84':124.09-798..16.96.1..H1=1b 595 3 max 0 9 0 8 0 10 0 14 0 10 -.01 16 17 M17 W4x13 112 3.14 15 042 0 v 15 109.41 124 09 7 88 16.96 1..H1-1b 596 min 0 14 0 "16 0 15' 0 11 "'0°' 15 02' 8 18 M18 •:W4x13 714' 3:21 8• 964 6:71 y 8 85:84 124:09'7.88"16:96 1::H1-1b 597 4 max 0 14 -.02 11 0 15 0 -14 0 10 0 16 19 M19 W4x13 136 3 94 8 .053 7 v 8 85 84 124.09 7.88 16.96 1..H1-lb 598 min 0 9 '=.03 8 0 10 0 11 •;0 '.15 -:02 ::8.. 20 'M20 'W8x24 ,012' 3:35 10 ''909 -7,':y 8`198:68 22939 2314 6237 1:H1-1b 599 , 5 max 0 14 -,04 11 .01 15 0 .14 0 8 0 8 21 M21 W4x13 010 0 15 003 .9 15 , ; 1• ;; 2..H1-ib ' 600 min 03 O 22 M22 W4x13 :003 `1;66 14 005 2:55 y 14 161.03 172:35 10 95-X23.55 1::Hub 601 M61 1 max 54 9 .04 14 0 17 0 $ 0 g 23 M23 W4x13 .036 2.55 15 010 0 v 15118.17 124,09 788 16.96 1..H1-lb 24 • M24 W4x13 014 2,55 10 .006:1''28 z 10118:17 12499 7:88' 16`96 1:.h4-1,1b 603 2 max ,03 10 .53 9 .04 14 0 17 92 14 .07 16 25 M25 W4x13 .022 2,24 9 .009 2.24,v 14 119.5 124.09 7.88 16.96 1..111-lb 604 `min -,03 15 -:13 16 -,04 � 9 0 '10 -.02 9 3- 9 26 "M26` `W4x13" " .058 232 • 10 01P'2:21_y 10 417:85 124:09 788;'16:96 1-;111-lb 605 3 max .04 15 .11 16 .03 9 0 17 04 14 12 16 27 M27W4x13 .051 0 15 .024 .61 Z 15122.73 124.09 7.88 16.96 2..111-lb 606 min' _:04 10 -,42 9 '°-:03 `14 0 .10 04' 9 48` 9 28 M288 W4x13 072 0 15 .039:`i61 15122.73 12409 7:88 16:96 2_,H1-1b 607 4 max .04 15 .11 16 .03 9 0 17 02 14 06 16 29 M29 W4x13 .028 2.65 10 .007 .11 v 10 117.71 124.09 7.88 16.96 1..111.1b 608 min ,04' 10 � ='43 9 '=.03 14 � 0 10 -,02 '9 -:24 ,.9 30 M30 W4x13 028 0 10 012',:,,0 'y 9511993'924;09 7+88° 16]961..H1-1ti 609 5 max 05 15 ,1 16 .03 9 0 17 0 8 0 8 _31 M31 W4x13 .020 2.13 10 .007 1.06 z 10 119.93 9.93 124.09 7.88 16.96 1..111-1b 32 :'M32 W4x13 :020 3:19 10 '.011 i c1 6 z.10 114'95 124 09-791='1696.1;:111-16 33 M33 W4x13 .059 1.94 10 .034 1 94 V 8 120.63 124.09 7.88 16.96 1..H1-lb 611 M62 1 max 02 9 02 14 04 9 01 11 03 14 0 16 612 mirt'-:02 14 0 11` 04 14 .01' 14 .03" ':9 02` 9 34 M34 W4x13 .056 0 10' .014?1:49 y'8 11456 12409 798 16.96'1 H1.1b 613 2 max ,02 9 01 14 94 9 91 11 02 14 -.01 17 35 M35 W4x13 .162 0 15 055 1.25 V 10120.97 124.09 7.88 16 96 1..H1-16 614 m'11��,, -0?, 14 ' `D 11 "-.04-'14 -,01 14` -02'' 9 -"02 8 36 "M36 W4x13' 011"• 2'13 • 15` ..005 1.04 z.9 119 93 124'09 7:88"16:96 1::H1-1b 615 3 max ,02 9 0 14 04 9 1 11 0 14 -.01 11 37 M37 W4x13 .049 3.57 15 .020 0 v 8 85.84 124,09 7.88 16 96 1..H1-lb 616 mi -,02 14 . :'0 11`-.:.04 -14 -;01 '14 0 - 9 -.03`'' '14 38 M38 W8x24 -'" .045. 0 • 15 033 2"19 y 8 198:68 229:39 23.1'4 62!37 1 Hi i6• . 617 4 ,max 01 9 0 16 04 9 01 11 02 9 -01 11 39 M39 W4x13 .028 1.66 9 .037 2.65 v 9 160.16 172 35 10.95 '23 55 1..H1-lb 618 min -,01 14 0• 9 -. 40' 'M40 W4x13' :031 196 14 ':046:295' 14160:16172:35',10:95"23:55 1:,H1-1b .04 14"'-,01` 14 •-.0?`: 14 03""' 44y 619 5 max .01 9 0 16 04 9 .01 11 03 9 0 11 41 M42 W4x13 .034 1,01 9 ,020 0 v 9 162 04 172.35 10.95 23.55 1..H1-1b -620 min -,01 14 , -:01 9. -:04 14 -:01 14 -,03" 14 -'03 • 14 42 M43 W4x13 033' 1'.01 14 020 :0 y 14 162'04 17235 1095`23;55 1:.N1-16 621 M63 1 max 0 9 .04 8 95 10 0 16 94 15 0 16 43 M44 W4x13 .001 .97 9 .004 1.94 V 8 165.7 172.35 10.95 23.55 1..H1-16 622 nun 0 14 .02 11 -0.5 15 ,01' `9 04:''10 -0 '9 44 M46 W4x13 004 J 36 9 .005 3.06 y 8 1564:24 172:35 10,95:'23:55.1:Hub. 623 2 r 0 9 .02 14 .05 10 0 16 02 _15 0 12450.42 172_35 10.95 23.55 1..H1-lb 624 min 0 "14 .01 11 -.05 `15 -.01 •''9 -.02 ':10 -.02 15,:. 46' M47-. W4x13 004 1 39 9 004=7.62y 15160.42 972!35"10.95`'23:55 1:.H1-1l 625 3 max 10 0 16 0 10 -.01 17 47 M48 W4x13 0 10 0 16 .004 1 26 9 .004 0 v 9 158.09 172.35 10.95 23,55 1..Hl-lb 626 min D 15 . `0 9` 0.5 '15--,01 ' 9 0 `.15 02' ''15' 48' '"M49 'W4x13 `.004 ` • 1:65 9".'' •:003 2188 y 9 158:09 179.35'1091 23:55:1.:H1-1b RISA-3D Version 14.0,1 [C:\..\...\.,\Risa ModelsVAgilyx\Styrene Conversion 1SCS Skid_Modified.r3d] Page 19 RISA-30 Version 14.0.1 [CA,,,\...\...1Risa Models\Agilyx\Styrene Conversion\SCS Skid_Modifed.r3d] Page 20 19. Company : JACOBS Mar 31.2017 f)Irr� �ki1 0i Designer : KG 9:06 AM F1' '�� Job Number : 25PW3020 Checked By:_ i s c e n s i e s 1 s s Model Name : Agilyx_Slyrene Conversion Skid Envelope A(SC 14th(360-10):LRFD Steel Code Checks(Continued) Member Shaoe Code h .k Loclta LC Shear Loc[ftpir rphi'PnE,phi PnL nhi'Mn nhi•Mn b Ep_ 49 M50 W4x13 .003 1.89 14 .008 2.55 v 14 161 03 17235 1095 23.55 1..H1-16 50 "M51'' W4x13 ;002 '.68 14 :004 0'y10163.55.17235 10:95 23:551•:H1-1b 51 M52 W4x13 .002 .65 14 .007 0 v 14163.55 172.35 10.95 23.55 1..H1-16 52 M53 W4x13 ' .001 1.21' 15 :001- 0 y 8 16204 17135 10.95 23.55.1..H1-1b 53 M54 W4x13 .000 .62 10 .013 0 z 15169.73 172,35 10.95 23.55 1..H1-lb 54 M55 W4x13 .000 .62 10 "'.002 0-y 14 169.73 172,35 10.95 23.55:1:H1-10 55 14156 W4x13 055 1.92 10 .035 3.83 v 8 147,86 172.35 10.95 23,55 1..H1-16 56 M57 :'.W4x13 ' `002 .89 10 ':004' 1.71y 9,166:92 172.35'10.95`' 2;3,55'1..H1-lb 57 M58 W4x13 .002 .89 10 .005 1.71v 15166.92 172.35 10.95 23.55 1..H1-lb 58 'M59 'W4x13 001 66 10 `;006 1-:32 y 14.169`94172,35-10.95"23:55:1.,H1.1b 59 M60 W4x13 .001 .66 10 .007 1.32 v 14169.24 172.35 10.95 23.55 1..H1-16 •60' M61 W4x13 026 1 g ,017""0-y 9.163:55 17235.1095, 23:55`1..H1-16 61 M62 W4x13 009 1.5 14 .004 .75 z 14168.35 172.35 10.95 23,55 1,.111-11, 62 ""M63+`• W4x13 007 0 , "9 ..004 75'7.9 168.35 17235 10.95 23 55'1.H1-1b RISA-3D Version 14.0.1 [C:1...1..1..11Risa ModelslAgilyx\Styrene Conversjon1SCS Skid Modified.r3d] Page 21 6 r Y z xi ' ifcit.i, - 0 cid it 41..t/'/ A; — m“..11, 40 c, ! f4e4u1A.D Tisa ST-e-,o ,„ ,,,,:::,,t,,,,,,,44,.,,,,..1 1.)--,--4r° 6's. fix' yiii1 .,,,4:-' - A, ice' i 1 y`,} 1. l rd Iv „4* 4,4.1 ii —6 IN 1,0 Tr X , ti q iti w i. S k. Il S�� � { Envelope Only Solution JACOBS SK- 1 KG Agilyx_Support Frame @ Product Chiller I Mar 30, 2017 at 5:08 PM 25PW3020 Skid_Product Chiller_E-36003.r3d€ Y .1111. S°71' Z X • HSS3 +3+y 5 Hy�s3+3+4 N`'." 12 HS33+3+4 x 11 6' 6 19.4044 �.4 6 1 m N K CO N N 3 2 Envelope Only Solution JACOBS SK-2 KG Agilyx_Support Frame @ Product Chiller Mar 30, 2017 at 5:09 PM 25PW3020 Nodes & Members Skid_Product Chiller_E-36003.r3d r z X 1.t6k 4111-.33k 41111-.33 44111411111111 • • Loads BLC 2,DL_Equipt(Op) Envelope Only Solutlon JACOBS SK-3 KG Agilyx_Support Frame @ Product Chiller Mar 30, 2017 at 5:10 PM 25PW3020 Skid_Product Chiller_E-36003.r3d ��++ z40 S33 -.04k -.07k -.07k -.04k a • • • Loads:BLC 3,EOX Envelope Only Solution JACOBS SK-4 KG Agilyx_Support Frame @ Product Chiller Mar 30, 2017 at 5:10 PM 25PW3020 Skid_Product Chiller_E-36003.r3d /0 Z X ai 04k/r 440000. -.07k -.07k 04k/f e • • Loads:BLC 4,EOZ Envelope Only Solution JACOBS SK-5 KG Agilyx_Support Frame @ Product Chiller Mar 30, 2017 at 5:10 PM 25PW3020 Skid_Product Chiller_E-36003.r3d Code Check Y (Env) x Z o Cale .01e ,.e 7ss0 50-.75 0:.50 �0j 444/////////// 13 �, •03 • 0> • • Member Code Checks Displayed(Enveloped) Envelope Only Solution JACOBS SK-6 KG Agilyx_Support Frame @ Product Chiller Mar 30, 2017 at 5:11 PM 25PW3020 Skid_Product Chiller_E-36003.r3d Company : JACOBS Mar 30,2017 �" Mar 30,2017 r Designer : KG CompanyDesigner : JACOBS `°rr` Job Number : 25PW3020 C5he PM M Job um : 25PW3020KG Checked PM ke �1 c o ,o` � Model Name : Ail Support ® Checked By: n Ls r0-,..!1,-,4144, Job el Nam : Checked By:_ r e c x x s r x s r e s g yz_ Frame Product Chiller r e c n x a s e s Model Name Agilyx_Support Frame @ Product Chiller Hot Rolled Steel Design Parameters(Continued) Joint Coordinates and Temperatures I abet Shane Length[ft] Lbwfttl Lbzzfftl Lcomir toofft] .u. r L-torou. Kyv Kiz Cb =unctior I abel X151 Y fin 7 fftl Temn IF1 Detach From Dieohr 5 M5 Beam 9 I bvv ,--112:11- 1 Lateral 1 N1 7 0 -15.47 0 ''6 M6 Beam 9 LbyyLateral 2 N2 7 0 6:47. 0 7 M7 Beam 1.33 Lbvv Lateral 3 N3 5.67 0 -6.47 0 --8 "M8 Beam 1:33< Lbyv Lateral 4 N4' •5.67 0 : -15.47 0 9 M9 Beam 133 Lbvv Lateral 5 N5 '10 M10 Beam__ 1_33 ' 7 4.6 - 7 0 Cbyy Lateral 6, N6. . .7 4.6 -6.47 0 7 N7 5.67 4.6 -6.47 0 8 N8 5.67 4.6 -15.47 0• Hot Rolled Steel Properties 9 N9 5.67 4.6 -9.47 0 10. .N10 5:67" ... 4.6 -12.47 0 .' . ,_.�� . .-.�. •:.I. lkali Rt 11 N11 7 4.6 9.47 0 1 A992 , 29000 11154 .3 .65 .49 50 1.1 58 12 ,12 N12 7 4.6' 12.47 . 0 2 A36 ..,.:.29000: '''11154 3 .65 49 36 1 5. , .58 1 7.;: 13 N13 6 335 4 6 -6.47 0 3 A500 29000 11154 .3 .65 .49 46 1.4 58 1.3 14 N14 6.335 4.6 -15 47 . 0 15 'f�[16.335 4 6 -9 47 0 Hot Rolled Steel Section Sets 16 N16 6335 446 12.47 0 17 N17 6 335 5 02 -6.47 0 Label shape Type Design List Material Design A 11n2] lyy fln4]Izz 8n41 J[in4] 18 • N18 . 6]335 5:02 -15:47 0 1 Post HSS3x3x4 Column Square Tube A500 S1 2.44 3.02 3.02 5.08 19 N19 6.335 5.02 -9.47 0 2 Beam HSS3x3x4 Beam Square Tube A500 • S1 244 3 02 3502 5.08 20 N20 6335 5:02 -1247 0 " 3 C4 C4x7.2 Beam Channel A36 S1 _ 2.13 .42 4.58 08 4 Knee Brace HSS4x4x5 '-VBrace Wide Flange A500 S1 34:1' :9.14 9 14 '15.3' Joint Boundary Conditions Joint I abel X fklin] Y Win] Z[Min] X Rot lk-ftlrad] Y Rot 1k-ftrad] Z Rot Ik-ftlrad] Basic Load Cases 1 N1 Reaction Reaction Reaction BIC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributer Area(Member)Surface(Pta. 2 N3-. Reaction" "."Reaction 'Reaction >--'•:'. 1 DL DL -1 3 N2 Reaction Reaction Reaction 2 DL Equiot(OD) DL 4 ;. 4 ' N4 'Reaction. 'Reaction "" .Reaction 3 EQX ELX -22 4 . . 5 LL LL Member Primary Data I abet I Joint J Joint K Joint Rotate(dflgl Section/ShapeType Desian List Material Design Rules Joint Loads and Enforced Displacements(BLC 2:DL Equipt(OP)) 1 M1 N3 N7 Post Column Square Tube A500 S1 2 M2 ' N2'. N6 Post Column Square Tube: A500 S1 Joint I abet L O M Direction Maonitude(Ik k-St(In.radL(k's^7tft 3 M3 N1 N5 Post Column Sauare Tube A500S1 1 N15 L Y -.33 4 M4 N4. N8' '_: • Post Column Sauare Tube A500 ' Si 2 '" N16 ' ' L Y ' • • -.33 . 5 M5 N7 N8 Beam Beam Sauare Tube A500 S1 3 N13 L Y -.16 '6 M6' N6 N5 • Beam' Beam"SquareTube A500 81 4 N14.. L Y 16 7 M7 N7 146 Beam Beam Sauare Tube A500 S1 8 M8 N8 N5 . Beam Beam Sauare Tube A500 Si Joint Loads and Enforced Displacements(BLC 3:EQX) 9 M9 N9 Nil Beam Beam Sauare Tube A500 S1 Joint Label L D M Direction lvlagnibrdef(k.k-ftl(in rad)tk's^2Ift. -10 M10 N10 N12 Beam ' Beam Square Tube A500 S1 1 1417 L X -.04 11 M11 N17 N13 RIGID None None RIGID Si 2' N18 i X 04 12 M12. N19 N15 ' RIGID " 'None' None • RIGID . S1 3 N19 L X -.07 13 M13 N20 . N16 RIGID None None RIGID S1 4 N20 14 M14 N:18• N14 RIGID None None "RIGID S1 Joint Loads and Enforced Displacements(BLC 4:EQZ) Hot Rolled Steel Design Parameters Joint I abet I.D M Direction Maanitudeftk.k40.tin mil.fles^7IR.. Label Shane Length[ft] I byv[ftl I bzzfft] Lcomo topfftl Looms bot[ft]L-tom3 . N u.. Kyv Kno Cb Functior 1 N20 L Z -07 : 17 L 7 1 M1 Post 4.6 Lateral 3 N 17 L 7 Oq 2 M2 Posh 4.6 Lateral 4 - N18 L Z, -.04 ;. 3 M3 Post 4.6 Lateral ' 4 M4 Post 4':6 Lateral RISA-3D Version 14.0.1 [GA...1...1...1...125PW3020_Styrene Cony 1Skid_Product Chiller_E-36003.r3d] Page 1 RISA-3D Version 14.0.1 [G:1...1...L..L..125PW3020_Styrene Conv\Skid_Product Chiller_E-36003.r3d] Page 2 171 Company : JACOBS Mar 30,2017 Company JACOBS Mar 30,2017 017%Ir,me, Designer : KG 5'14 PM 54 5:14 PMy1 j lOaJCya Job Number : 25PW3020 Checked By:_ t4 as pJosiNnuamrber : 2K5GPW3020 Checked By:_s xa srss Model Name Agilyx_Support Frame @ Product Chiller rscxxaLosrea Model Name : Agilyx_Support Frame @ Product Chiller Load Combinations Envelope Joint Displacements(Continued) 1 Joint X finl 19 Ylnt I C 7 finl I Si X Rotation.. I C Y Rotation_ I C 7 Rotation I C DL Yes Y 1 1 8 0 92 Yes mm 9 O 10 '42:4814-3'':10"-4 06'4.5. 9 .119e-3 16:: 3 DL_EEOX(Onl Yes y 2 1 9 N5 max .06 14 0 3 .09 15 1.78e-3 15 4.06e-5 14 2.33e-4 9 ..: 3 1 10- min -.06 9' 0- 14' -.09 10':-7,74e-4 4' -4.06e=5: 9 -1:84=4,. .16' 11 N6 max .06 14 0 4 EOZ Yes Y q 13 .09 15 2.17e-4 17 4.064-5 9 2.33e-4 9 5 LL Y 5 1 12 'min -.06 9 0 14 =:09 10 1.784-3,'10. -4'A6e5' 14 -1,8e-4''16 613 N7 max .06 14 0 16 .09 15 2.17e-4 17 4.06e-5 9 1.98e-4 3 7 Load Combinations '14 min -.06 9 , • 0• : `9 -.09 10 -1.78e-3:10 -4.064-5`':14"-2i33e-4 14 15 Namax 06 14 8 . 1.40E Yes Y' Li 1.4 L2 1.4 0 16 09 15 1 78e-3 15 4.064-5 14 1.98e-4 3 9 1.20E+I.OEOX+0.5LL Yes y L1 134 1_2 1.34 I3 1 16 min -.06 9 :0 9 -:09 '10 4714e-4 '4"-4.066-5''9 =233e-4 '14 10 1:2DL+.1:0E02+'0.5LL:Yes y ' L1'1.34 L2 1:34 L'4 1 17 N9 max 06 14 0 3 11 0 9DL+1.0EQX Yes V L1 .76 L2 .76 L3 1, 18 • min 06 9 -.05 10 -.09" 15. - `45 -3.03e-5:`14 .3314 4 14 .09 2.41e-4 12 0 9OL+1 DEOZ Yes Y L1 .76 L2 .76 L4 1 19 N10 max, .06 14 0y�� 13 ,20, ' 4 .09 15 a24e-5 3 3 03e-5 5 14 2 34e-4 3 - min -i06 9 -:05 15 -.09 : '10 224e-5 '3' 3:0345 ;9 "-3:14-4 14 14''9,2DL.1:1)EOX+0.5LL Yes y L1Y;1.34 L2 1:34 L3 1' 21 N11 max 06 14 0 3 .09 15 241e-4 4 303e-5 9 31e-4 9 22 min -:06 9 -.05 15 1 2DI -1 OF07+0,5i 1 Yes y L1 1.34 L2 1.34 14 -1 10 -.09 10- 1.21e-3 15 3.03e-5 14,j.,92e-4 15 0.9DL-1:OEOX Yes y L1 .76 L2 .76 L3 -1 23 N12 • max 14 0 4 .0 15 121e-3 10 3.03e-5 14 ,-4 9 17 0 9DL-1 OEOZ Yes Y L1 .76 U 76 L4 -1 '24 min -.06 9"" ';i05 15 09' '10 -2.25e<5`"'3 -3.034 5 9 -1:92e 4 "16 18 25 N13 max 06 14 0 4 09 15 2 3e-4 17 6.95e-6 9 3 09e-5 9 19 DL+DL Eaulot(Oo) Y L1 1 L2 1 "26 min O6 9 0 15 -.09 10 179e-3 10'6 95e-6',14 -3,09415 14' 20 27 N14 max .06 14 0 3 .09 15 1 79e-3 15 6.95e-6 14 3.09e-5 9 21 Combos with Omega(=2)F.. '28 min -.06.' '9 '0 10 ""-.09 "10 -7 864.4 '4..-6.95e-6 9 -3.094=5 =14' 22'':12Du+2:0EoX+o:5LL: y II'1:34 L2'I1.34:L3 .2 29 N15 max .06 14 0 3 09 15 2.16e-4 4 1.82e-6 9 2.46e-4 9 L2 1.34 L4 2 3D min 0S 9 -.05 "10 09 "''10 1:194-3 15 -1182e:6 14 2.4644 14" 23 1.20E+2.0EQZ+05LL Y Li 1.34 24 090E+9;OEQX Y L1 78 L2 31 N16 max .06 14 0 4 09 15 1,19e-3 10 1.82e-6 14 2.46e-4 9 25 0.90E+2.OEOZ Y L1 .76 L2 .76 L4 2 32 min -06 9 ':05 15 :09 10 2=26e-8' 3' -1:82e-6 9:"-246e:4 14` 26 • 33 N17 max 4 .09 17 2.3e-4 17 6.95e-6 9 3.09e-5 9 27 1.2DL-2.OEQX+0.5LL Y b1 1.34 L2 1.34 L3 2 34 min 06 9 p 15 _.1 10-1:79P-3 ?10 6,954=6's.l4 -309a-5 ':14' 28 120E-2OF07+0'511 Y I11.34L21.34,L _2 35 N18 max .06 14 0 3 1 15 1.79e-3 15 6,95e-6 14 3.09e-5 9 29 0.90E-2 OEOX Y L1 .76 L2 .76 L3 -2;76 2 36' • min -A6 9 0 ''10 • -,09 4' -7,86e-4` 4 -6 95e-6`'9 -30Oe`=5-'14 3D 0 90E-2OEQZ Y Li'.76 L2.:76 L4 -2 37 N19 max. .06 14 0 3 08 17 2.16e-4 4 1.82e-6 9 2.46e-4 9 -38. min -06 • 9 -.05 10 -.09 10'4.19e-3 15'-I 824: i4-_2i46e-4 :14` 39 N20 max .06 14 0 4 09 15, 1.19e-3 10 1.82e-6 14 2.46e-4 9 Envelope Joint Reactions .40 min : -.06'' ''9 -05 ''15 -.09 4 "-2:26e-8 '3' 1,82e-6 :9 -2.464-4' 14' 1 Joint X fkl I C Y fkl I O 71k1 I C MX fk-Rl I C MY fk-ftl I C M7 Ik-ftl I Si 2 N1• max .07 3 min -07 14 -.5 3 14 116 07 -0' 1 0 1 0 1 Envelope Member Section Forces 3 N3 max .07 9 9 -.02 4 0 1 0 • 1 0 1 Member Ser, Axiatik] LC y Shear[k] LC z Shea LC Tom 41 0 1 0 1 1 M1 1 max 94 9 07 16 .07(kl 4 0 1 y v Mome LC za Moment[k-it] LC ruin -:07 16 -25 . 16 -.16 15 0 1 0 1 0 1_ 51 N2 n o 07 3 -3.... • 'man --25 16 -.070 ,:.g -.16 ...15 0. 1,-", ,,� 1 0 1 , 94 14 .07.14 0 1 0 1 0 1 3 2 max ,93 9 07 16 07 4 0 6 mm -.07' 14 -.5 3 -.16''.15' 0_ 1,, 0 1 .,0 .: 4 08 0 9 1 5 min -.26 16. -07 1 06" 1 _16 5 :08 7 N4 Ma. 07 mm 07 � 16 94 9 16 10 0 1 _ 0 - 1 0 1 5 � " � ' 8 m3 max 92 9 07 16 07 4 0 .16 4 1 '16 9 Totals. max .28 3 1.85 8 .28 10 0 1 • 0 1 0 1" 6 min, -:26 16' 07 9 15 :15 -0 6 9 10' 4 max 36 15 1 16 min -.28 16 0 4 28 15 7 .91 9 06 16 07 4 0 1 .23 4 25 9 9 5 max .89 9 ,06 16 .06 4 0 1 .31 4 .32 9 Envelope Joint Displacements •10 olio -.28 16 07 9 15' 15 0 . 1 7 15 3' 16 • .94 14 .07 14 07 4 0 1 0 1 0 1 Joint X[in] LC Y finl I C 7Jinl LC X Rotation LC Y Rotation I C Z Rotation .LC .-12 " - min- -5 3 -.07 - '3 -'16 15 "0 1 .0� .; 1 0 1 Ni max 0 14 0 3 0 17 1.71e-3 17 4.06e:5 14 1,39e-3 3 13 2 max .93 14 .07 14 .07 4 0 1 1 2 ' min `0 "3 0 14 0 10 2.48e-3"10 -4.06e-5 9 -1:42e-3'14' 14. .. min -.5 3 07 . .3 16" i5 0 " 1 018 ?:5 -.08 '14 3 N2 max 0 14 0 3 0 15_2.48e-3 15 4.06e-5 9 1.39e-3 3 15 3 max ,92 14 .07 14 .07 4 0 1 4' min 0 3 0. ''..14. '0' 4 1.96e-3 4`'-4 084=5 14 -1 42e-3 14 16 min -,5 3 07 3. 15 "`15 ''0 1 36' 5 17 14 5 N3 max 0 16 0 16 0 15 2.48e-3 15 4.06e-5 9 1.42e-3 9 17 q max .91 14 .0 14 .07 4 0 1 6 min O 9 0 9' .23 4 .23 3 7 N4 max 0 16 0 16 D 4'-1;964-3 4 -4.068-5 14 1 394=3 18' 18` min 5 3 07 3 -15''15 t'0• 1 ' -53 15 25 '14'' 0 17 1 71e-3 17 4.06e5 14 1.42e-3 9 19 5 max ,89 14 .07 14 .06 4 0 1 31 4 .31 3 RISA-3D Version 14.0.1 [G:1..1...1...1...\25PW3020_Styrene Conv\Skid_Product Chiller_E-36003.r3d] Page 3 RISA-30 Version 14.0.1 [G:1...\...1..,1..,125PW3020_Styrene Conv\Skid_Product Chiller_E-36003.r3d1 Page 4 Ls W Company • JACOBS Mar30,2017 F^ '" 4A Company : JACOBS Mar 30,2017 • �x Designer : KG 5:14 PM 1 �"A" Designer KG ,,,JJµy „_,,,,,,,j)' .a;, Job Number : 25PW3020 Checked By: y#'1 �t'�a Job Number 25PW302D 5:14 PM e c a LOG." Model Name Agilyx_Support Frame @Product Chiller r e ��9✓�-✓-'� Checked By:_ x a a u,.e a r a a Model Name : Agilyx Support Frame @ Product Chiller Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member Sec Axialfkl LC v Shearfkl I C Z Sheadkl LC Torauefk - A•u •u.r --I u II•, • _,r, r d. LC Torouelk.-LC y-y Mome LC 7-7 Momentfk-ftl LC 20 min -5 3 77 4 max .02 14 .48 3 .09 9 .01 9 ,03 9 14 16 21 M3 1 Max ,94 14 ,07 14 ,16 10 0 1 0 1 0 1 78 Mr -I 3' -.6 14 -.09 '14 -:01 14'"'-iO3 14 -.19 '9 22 min -.5 '3 -07' 3 -02' 17 0 1 -0 . 1 0 1 79 5 max 32 14 .48 3 .09 9 .01 9 .06 9 .32 14 23 2 max .93 14 ,07 14 .16 10 0 1 ,18 10 .08 3 '80' ' min"'-02 3 -'6 • 14 "-39 14`-31 14 -36 14 -31 3 81 M9 1 max .04 9 .24 9 .08 14 .01 4 .05 9 .01 14 25 3 max 32 14 .07 14 .15 10 0 1 .36 10 16 3 '82 -mm' -:04 16 0 4 . -38 -•9' :01' 15 . -35 •14 • 0 3 26 min -.5 3 -.07 '3 -02 17 0 1 -05i..17 -17 ' 14' 83 2 max .04 9 .24 9 .08 14 .01 4 .03 9 0 4 27 4 max .91 14 .07 14 .15 10 0 1 .53 10 23 3 84• 28 min -.5 3 ' -07 3 -.02 17 0 ` '1 -.07 17 -25 14 ". 85 3 max .04 14 .23 9 .08 14 .01 15 .02 10 .01 3 29 5 Max ,89 14 07 14 15 10 0 1 7 10 31 3 86' 0 17 23 14 -OS' `9 -.01 A 02 17 16 14," 30 • min -.5 3 -.06 3• -.02 -17 '0' : 1 -.09 17 32"' 14 87 4 max .04 14 .01 3 .08 14 .01 15 ,03 14 0 3 31 M4 1 max 94 9 07 16 16 10 0 1 0 1 0 1 >88 • • in -:04 3 -24 14 -08 9 01 4 '-=.03 9 -08 "14 32 " min -.25 16 -.07 9: -32 ` 17 0 1 . 0 '.'1 `0- 1. '. 89 5 max .04 14 .01 3 .08 14 .01 15 .05 14 .01 9 93 9 07 16 33 2 max .16 10 0 1 .18 10 08 9 90 • in -.04 - 3 ' ' -24 14 '-08 '9 '...=-01 4 -05 9 0 : 16-::'' '34 min -.26 16 - -.07 9 -.02 '17 O. 1' -:03. 17 -.08 ''16 91 M10 1 Max .04 9 .24 9 .08 35 3 max 92 9 .07 16 15 10 0 1 36 10 ,17 914 .01 10 .05 14 .01 14 36 • min -.26 .''16 -.07 9 02 "17 0 1' -.05 ''17 -16 16.` 93 2 max .04 9 .24 9 .08 9 .01 10 .03 14 0 4 37 4 max 91 9 06 16 .15 10 0 1 .53 10 .25 9 "-94 ' -'04' 16 '0 4 -.08 14 -.01' 17 03" '9 -08 9 38 min -27 . '16. 07 9 `-32' 17 0 ' .1 -.07 17 -23' 16 95 3 max .04 9 .23 9 .08 9 .01 9 .02 4 ,01 3 39 5 max .89 9 36 16 ,15 10 0 1 .7 10 32 9 96 min '•0 14 -.08`- 14 -.01 10 -02 15 "-16 '14•; 40 6110 -28 16 ' -.07 ''`9' -02 '17 ' '0 1 -.09 17 -.3` 16"' 97 4 Max .04 14 .01 3 .08 9 01 17 03 9 0 3 41 M5 1 max ,18 14 .35 15 .04 9 0 3 .06 14 .71 15 98' m' -34 3 -.24 14 -:08 14 .01 10 -03 14 •-38 14" 42 min- 49`' '3 ' -37 . 4 ' -04 14 01 14 -:06' 9 -.32 4 99 5 max .04 14 .01 3 .08 9 ,01 17 .05 9 01 9 43 2 max .18 14 .32 15 .04 9 0 3 .03 9 34 17 100 . - min -34 3 ' .-.24 14 -08.' 14 -.01'.--10 -.05 14 :.„0 16 44 min -09.. 3 -.07 '-4:. -:04"'14 -.01 14 -'03 14 -35- ,10'' 101 M11 1 Max 0 1 04 3 04 4 0 1 0 12 0 3 45 3 max 25 14 .07 15 0 17 0 10 .01 9 04 102 0 1 -;04- `16 '-.04: '15' 0 .1 0 4 ,0: • ' 9 ^ 46 min'-17 3 -'07 10 0 . 4 0 15 -01 14 ' -42" .8 103 2 max 0 1 .04 3 .04 4 0 1, 0 12 0 16 47 4 max .18 14 -.01 3 04 14 .01 14 .03 9 .15 4 48 ' min''-.09 3 -,32 10 -04•- 9 .0 3 -.03 14 -35 15 105 3 max 0 1 04 3 04 4 0 1 0 12 016 49 5 max 18 14 -31 3 .04 14 .01 14 .06 14 .71 10 106 min `0 1 04 '16 -.04` 15' '0 '1 0 15 0 " 11:" `50 ' min'--09 3 ,. - -35 10 -04' •.9 0 3 -06' 9 -,1. '17 107 4 Max 0 1 .04 3 04 4 0 1 01 12 01 16 51 M6 1 Max .18 9 .35 15 .04 9 .01 9 .06 14 .71 15 108 0 1 04 16` 04 . 15 0 1 01 1`5 D1 11 52 ' min -34='• 4 -,07' 4 .04 14 0 16 06 9 -32 4 109 5 max 0 1 .04 3 04 4 0 1 01 4 01 16 53 2 max .18 9 .32 15 .04 '9 .01 9 .03 9 .04 17 110 - m' 0 54 min -04 .16 -07 4 -;04 14 0 16' -,03'" 14 - -.35 ' 10 111 M12 1 max 0 1 .07 11 .07 10 0 1 0 15 0 16 55 3 max .25 9 .07 15 0 4 0 15 .01 9 0 3 112 min"`0 - -1 -.07 16' -.07 15 '0` 1 • .0 -10 0 ' 9 ` 56 mm -'12• 16 07 10 0 17 0 10 -31 14 -.42.' 8 113 2 max 0 1 37 11 7 10 0 1 _ 0 12 0 16 57 4 max 18 9 01 04 14 0 16 0 1 4 114 • ni 0 1 -.07 16 -.07' 15.' 0 1 • 0 17 0`' ' ` 11 58 min--34 16 ` -32 10 .04.' 9 31' '3 .03 14 -.35' 15 115 3 max 0 1 .07 11 .07 10 0 1 .01 12 .01 , 16 59 5 max .18 9 .01 3 .04 14 0 16 06 14 .71 10 116 • ' ' min "0 1 -.07 .16 7 -37 15 ' 0 1 '=01 17 -01 -11 60 min -34 ` 16 -:35 ' 10 -04' 9 01" '9' -36 9 1 17:••:' 117 4 max 0 1 .07 11 ,07 10 0 1 32 12 02 16 61 M7 1 max •02 9 6 9 09 14 .01 14 06 9 .32 9 62 ' mm•-32 16 -A2 16 -:09 '9 -01 9 --:06 14 -:31 7 16 119 5 max 0 1 07 11 .07 10 0 1 .03 12 .03 16 63 2 max .02 9 .6 9 09 14 .01 14 .03 9 15 3 64 min -32 16 -42• 16 -39 t9 -:01 9 -03- 14 -:19. '14" 121 M13 1 max 0 1 ,07 11 37 12 0 1 0 4 0 16 65 3 max 02 9 6 9 .09 14 01 14 0 10 0 3 '122 ' m' 0 1 -07' 14 -.07'"15 "'0` 1 ' 0' '17 0 ' 1 66 min --02 3' -,6' 14 -:09' 9 •-31' 9 ''0 .' 17 • -.07 14:+' 123 2 max 0 1 .07 11 .07 12 0 1 0 4 0 16 67 4 Max .02 14 .48 3 09 14 01 14 03 14 14 16 125 3 max 0 1 37 11 17 12 0 1 .'1 12 .171 14 69 5 max 02 14 .48 3 09 14 01 14 .06 14 32 14 10 min •=.02 3 -:6 14 ,09• ''9 -,01 9 -36 • •9 -:31 3`' 127 4 max 0 1 .07 11 07 12 0 1 .02 12 .02 14 71 M8 1 max .02 9 .6 9 .09 9 .01 9 .06 14 .32 9 72 -min -02' ` 16 ' -,42 `-16 -09 `14 -.01 - 14 '-'06 9 .31 '16 129 5 max 0 1 .07 11 .07 12 0 1 03 ,12 .03 14 73 2 max .02 9 .6 9 .09 9 .01 9 .03 14 .15 3 130 min .0 1 -.07 14' 07'`15 0 1' -.03 '17 -.03 ''11 '74 min :02 16 -42 < '`16 •-.09 14 31 14 .03' '9 .19''' `'14 131 M14 1 max 0 1 .04 9 .04 12 0 1 0 4 0 9 75 3 max .02 14 .6 9 .09 9 .01 9 0 4 0 3 132 0 1 04 16 04' 17 0 1 '76 . 'min -02 3 • -6 14 -.09 '14 ''-01' 14 0 15 ` -07 14' 133 2 Max 0 1 04 9 04 12 0 1 0 4 0 16 RISA-3D Version 14.0.1 [G:\...1..\.,.\...125PW3020_Styrene Conv\Skid_Product Chiller_E-36003.r3d] Page 5 RISA-3D Version 14.0.1 [G:\...\...\...\...\25PW3020_Styrene Conv\Skid_Product Chiller_E-36003.r3d] Page 6 k'N. l..-- f Company : JACOBS Mar 30,2017 f lirsA flex nDesigner KG 5:14 PM Job Number : 25PW3020 Checked By: r c x Y Model Name : Agilyx_Support Frame @ Product Chiller Envelope Member Section Forces(Continued) Member Sep Axialfkl LC v Shear/XL LC 7 Sheadkl LC orauefk LC v-v Mame LC n-z Momenifk-ft I C 134 min 0 1 _. .... 135 3 max 0 13 136 ' 04 9 .04 12 0 1 0 4 0 16 min 0 1 -04 16 -..04' 17 0 1 0 15 0 • 9 . 137 4 max 0 1 .04 9 .04 12 0 1 .01 4 .01 16 138 min' '0 1 04. ,16` =04 1:7`,0 . 1 .01 .'.17 -:01 9's: 139 5 moo 0 1 .04 9 .04 12 0 1 .01 4min .01 16 Envelope AISC 14th(360-10):ASD Steel Code Checks Member Shaoe Coda ChecN real I G en r fryp�tr r• m pn r p f Pan 1 M1 HSS3x3x4 135 4 6 9 009 0 z 15 56 95 67,21 5.69 5 69 1 H1-1b 2 ' M2 HSS3x3x4. .135 4.6 14 .009 'n 7:15.5695' 67:21 5.69 5.69'1..H1-1b 3 M3 HSS3x3x4 135 4 6 14 009_ 0 z 10 56.95 67 21 5.69 5.69 1..H1-lb 4. "M4 HSS3u3x4 -".."135 4.6 • 9 '1009. 0` _10556 95''67.21 -5.69' 5.69 1i.Hi-lb 5 M5 HSS3x3x4 128 9 '6 M6 HSS3z3x4 10 021 9 v 10 35.66 67.21 5.69 5.69 1..H1-lb ':928' 9 10 021 9;y10'35.66'..6721 5.69.'`5.69""1i:H1-lb 7 M7 HSS3x3x4 ,068 0 9 .037 1.33 v 14 66.29 67.21 5.69 5.69 1..H1-lb 8 'M8 HSS3x3x4 068 1:33 14 :0.7'1'13 y14:66.29 67'21.'`5:69 5.69."9':H1=1b 9 MO HS53x354 028 .67 14 .0 1.33 v 14 66.29 67.21 5.69 5.69 1.H1-lb 10 M10 HSS3x3x4 :028 .67 14 :016' 1133 y 14 66.29' 67:21 5:69 5.69:',1.:H1-lb RISA-3D Version 14.0.1 [GA,..\.,,1,,.1.,.\25PW3020_Styrene Conv\Skid_Product Chiller E-36003.r3dJ Page 7 i/-1, a'r\) Company : JACOBS Mar 30,2017 iNRISA Designer : KG 5:23 PM Job Number 25PW3020 Checked By: TECHNOLOGIES Model Name : Agilyx_Support Frame @ Product Chiller Joint Reactions LC Joint Label X[k] Y fkl Z[k] MX[k-ft] MY[k-ft] MZ fk-ftl 1 1 N1 0 I .09 I .01 0 0 0 2 2 0 .24 .05 0 0 0 3 3 .07 -.5 0 0 0 0 4 4 0 .07 .07 ` 0 0 0 5 19 0 .33 .06 0 0 0 6 1 N3 0 .09 -.01 0 0 0 7 2 0 .24 -.05 0 0 0 $ 3 .07 .5 0 0 0 0 9 4 0 -.07 .07 0 0 0 10 19 0; .33 -.06 0 0 0 11 1 N2 0 .09 -.01 0 0 0 12 2 0 .24 -.05` 0 `' 0 0 13 3 .07 -.5 0 0 0 0 14 4 0 -.07 .07 0 0 0 1$ 19 _ 0 .33 -.06 0 0 0 16 1 N4 0 .09 .01 0 0 0 17 2 0 .24 .05 0 0 0 18 3 .07 .5 0 0 0 0 19 4 0 .07 .07 0 0 0 20 19 0 .33 .06 0 0 0 21 1 Totals: 0 .35 0 22 2 0 .98 0 23 3 .28 0 0 24 4 0 0 .28 25 19 0 1.32 0 26 1 COG (ft): X:6.34 Y:3.59 Z:-10.97 27 2 X: 6.34 Y:4.6 Z:-10.97 28 3 NC NC NC 29 4 NC NC NC 30 19 X:6.34 Y:4.33 Z:-10.97 4C tr i Lc c ilei i L C Le 19 LC t LC 2 RISA-3D Version 14.0.1 [G:\...\...\...\...\25PW3020_Styrene Conv\Skid_Product Chiller_E-36003.r3d] Page 1 v z xj �'�. � 7f,Q } GL+J to f yeJ ; 5 .,..1.111',s .. a ..,vjs><e r L' �,,,' t.> .gip qr 1 its, 4 4 t— t*, ,:..„ .t„ ,:,:. .T,. .„ ,:.,,,, ,_,......, ,,,i.,. ,t:A ;t 1 li1 fil'A 1.1 .i.1'1*.z,'4''.1-1-.,1::1‘1::"1. K4 ",, Y ,,,,,,,Ittf„.:1:,.0,,,,,,,:7..,...,,,,,,,,:;:i.,:.::,,,;1.,,,,,,',:i, ili: dpi. c ! I.,,4,,i,. s s m&j 3" IEnvelope Only Solution JACOBS SK- 1 KG Agilyx_Support Frame @ Dame Cooler Mar 28, 2017 at 5:43 PM 25PW3020 Dame Cooler Suppt Frame_E-030... Y /' Z x /YSSd+ j4* xSsg+ 5 A N6 N w N e S en y U, S N S f..Nr1 412 Envelope Only Solution JACOBS SK- KG Agilyx_Support Frame @ Dame Cooler Mar 28, 2017 at 5:44 PM 25PW3020 Dame Cooler Suppt Frame_E-030. Y P14'0 • 2 X -.62k 5 6 4J3 fe,r2 Loads:BLC 2,DL_Equipt(Op) Envelope Only Solution JACOBS SK-3 KG Agilyx_Support Frame @ Dame Cooler Mar 28, 2017 at 5:45 PM 25PW3020 Dame Cooler Suppt Frame_E-030... Y ill OA Z x 5 4111111111111 N6 A4 Al 43 412 Loads:BLC 3,EOX Envelope Only Solution JACOBS SK- S'• KG Agilyx_Support Frame @ Dame Cooler Mar 28,2017 at 5:45 PM 25PW3020 Dame Cooler Suppt Frame_E-030... CIL Z— Y 10.11 Z X '5 -.13k N6 444 443 ,442 Loads:BLC 4,EQZ Envelope Only Solution JACOBS SK-S KG Agilyx_Support Frame @ Dame Cooler Mar 28, 2017 at 5:45 PM 25PW3020 Dame Cooler Suppt Frame_E-030... Code Check (Env) 0.4 N;Calc X ! d .50-.75 0.-.50 •06 Ov 06 •Og • 0 Member Code Checks Displayed(Enveloped) Envelope Only Solution JACOBS SK- 1 KG Agilyx_Support Frame @ Dame Cooler Mar 30, 2017 at 4:59 PM I 25PW3020 Dame Cooler Suppt Frame_E-030... • ri. r rp: Company : JACOBS r'P-Ir ieper-A Designer : KG Mar 28,2017 5:39 PM rirlrrt,0„,,„I, Company : irGcoBs Mar 28,2017 539 PM J,...r.i ti.ie:,, :),I,W,,, Job NumbElf : 25PW3020 Checked By:___ 1.'1; i N'ire.,:ij''',",2, J:gnZber ; 25PW3020 Checked By: r r r N N,r o',I r, Model Name : Agilyx_Support Frame @ Dame Cooler r r r UN,,.0,,r r Model Name : Agilyx_Support Frame @ Dame Cooler Joint Coordinates and Temperatures Hot Rolled Steel Section Sets I ober X frit Y fftt 71111 Tomo FFI Detoch From Diophr. I abet Shane Tve_e ___.fiesion lint Material Design-A.11Q] lvv lin4]In 11n41 J en41 1 Ni 7.17 0 -15.47 0 1 Post HSS3x3x4 Columr &mare Tube A500, ., 51 2.44 ,3.02 3.02 5.08 2 N2 7.17 0 -1122 0 . 2 Beam 1-15S3x3x4 Beam Sauare-Tube A500 •S1 2.44 -3.02 3.02 108 3 N3 5.67 0 -13.22 0 3 C4 C4x7.2 Beam Channel A36 Si 2.13 .42 4.58 .08 4 N4 5.67 ' 0 -15.47 0 ' 4' Knee Brace HSS4x4x1 ''.VBrace Wide Flange ' A500 51' 4.1, 9.14, -9.14 ''15:3: 5 N5 7.17 6.5 -15,47 0 6 ' N6 ' 7.17 ' 6.5 ` ' -13.22 0' 7 N7 5.67 6.5 -13.22 0 Basic Load Cases 9 N9 6.42 6.5 -13.22 0 1 BLC Description Category X Gravity Y Grantly1Z Gravity Joint Point Distributes AreafMemberLSurface(Pla_ DL DL 10 N10 6,42 6.5 '-15.47 0 ' '2' DL'EaulotkO -1 p) DL ' 2 3 EQX El X -.22 2 4 ' Joint Boundary Conditions EQZ ' - 'ELZ' 5 LL LL Joint Label X fish) Y(Win] 7„Orli] X Rot,91-frirerill Y Rot.flyftriadl Z Rol.flyft/rad] 1 N1 Reaction Reaction Reaction 2 N3 ' 'Reaction "Reaction ::-action Joint Loads and Enforced Displacements(BLC 2:DL Equipt(Op)) 3 N2 Reaction Reaction Reaction 4 N4 Reaction ' Reaction 'Reaction ' , 1 Joint label N10 L D M L Direction Y Magnitudelfk WO tin mdl 15*e2Jft. Member Primary Data Joint Loads and Enforced Displacements(BLC 3:EQX) I abel I Joint J Joint K Joel Rotatajclegl Section/Shaoe Tyne Design List Material Denim Rules 51 Joint Label •II ..-.. •i 1/.•1. •. ..-1 • .1).fic."2/11 1 M1 N3 N7 Post Column Sauare Tube A500 --- - , , TN10 L x -13 2 M2 N2 N6 Pool Column SnuareTW21. A500 .g1 ., 3 M3 Ni N5 Post Column Sauare Tul=e. A500 4 M4' .N4 N8 ' 'Post ' ' Column Sguare-Tube' A500 '-'51. Joint Loads and Enforced Displacements(BLC 4:EQZ) 5 M5 N7 N8 Beam Beam_S_auare Tube A500 S1 '6 M6 'N6 N5 Beam ' 'Beam Square Tube 'A500 , Si Joint Label •Li •''..01 Li 11 1 11 ..- litracp:(les^2.1ft. 7 M7 N7 N6 Beam Beam Sauare Tube A500 Si __i__ N10 L Z -.13 .8' 'M8 1\18 ' 'N5 Beam' Beam_aware Tube_ -A500 'SI' ' ' "2 ' Hot Rolled Steel Design Parameters Load Combinations Label Shape Lerigthgt] Lbyy[11.1LIzZzIllLLsemPlo_PatlissmalattlIL-torou.. Kly Kzz Cb :).inctior Description S..P...5 BLC Fa BIC Fa, BLC Fa 3LC Fa,31 C Fa B Fa, 3LCFa. B 1 M1 Post 6.5 Lateral 1 DL Y 1 1 2 'M2 ''Post 65 ' 'Lateral 2LQta1842/1Q12) ' Y -1, 1' ' ..3 M3 Post 6 5 Lateral 3 EQX Y 3 1 4 M4 '-Post 5.5 'Lateral . 5 M5 Beam 2.25 Lbvv Lateral 5 LL Y 5 1 6"' 'M6 'Beam 2.25' ' . 'Lbyy ' Lateral 7 M7 Beam 1.5 Lbvv Lateral 7 Load Combinations 8 ' M8-'''''-'' Beam 1:5' Lbyy ' ' ' ' Lateral "19" ' 1 4DL Yes Y - Lt 1.4 L2 1:4. ' ' 9 1.2DL+1.0EQX+0.5LL Very L1 1.34 L2 1.34 L3 1 i 10 1.2DC+T.OEQZ.+0.5LL Very ,Li'1,341_2'1.34 L4 1 . - .-, Hot Rolled Steel Properties 11 0 9DL+1.0EQX Yes Y L1 .76 I 2 .76 L3 1 '12 0.9DL+tOEQZ Yee Y L1 76 L2 :76"L4 '1 Label E ilisil G nisi] Nu Therm 01E.Density[kIft Yieldfksil Ry Ftri.ks]] Rt 13 1 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 14 UDC-1.0ECIX+0.5LL Yes Y'''' LI-1i34 12't34 I 3' 4 " - 2 A36 29000 11154 .3. 65'- --:'49 36 1.5 ' 58 ' - 12 15 1 2IX-1 0.EOZ+0.5LLYes y L1 1.34 L2 1.34 L4 -1 3 A500 29000 11154 .3 .65 49 46 1.4 58 1.3 16-" 0'.9DL11".0EQX 'Yes Y L1 76'L2. '76 L3 -1 17 0.9DL-1 OEQZ Yee Y L1 76 L2 .76 L4 -1 :18 - ' - '. 19 DL+DL Eauiot(0E0 Y L1 1 L2 1 20: . . RISA-3D Version 14.0.1 [C:\...1...1...1...1...IStyrene Conversion\Dame Cooler Suppt Frame_0-03001.r3dj Page 1 RISA-3D Version 14.0.1 [C3...1...\...\_I_\Styrene Conversion1Dame Cooler Suppt Frame_0-03001%3d]Page 2 -c" ...' Company : JACOBS C" Company : JACOBS Mar 'a Mar 26,2017 r Designer : KG t` 5:39 P 2017 ` ') Job Number 25PW3020 5:39 PM [r ,Y ro R' Designer : KG 5:39 PM uri. .d aj,,,J a Checked By:_ [1 t fe.,.,,:,,,,,-w, Job Number : 25PW3020 r E c s e a i o o r E s Model Name : Agilyx_Support Frame @ Dame Cooler r�cfc'oo Model Name : Ail Su Checked By:_ 9'yx Support Frame @Dame Cooler Load Combinations(Continued) Envelope Member Section Forces(Continued) 21 Combos with Omega(=2)F.. Member - i Ifkl LC ea LC z Sheadkl I C Torouefk LC y-v Mime J C�za Momenitk Rl LC Se Axa v Sh rlkl `1 4 min =:37` 16 -08 .9..;; =08 15 0 :8 '-13 5 -:12 16 22 1:20L+2AE0X+6:5LL y L1 1;34 L2,134:L3 2 5 3 max 1.12 9 07 16 .07 10 0 8 .25 10, .27 9 23 1.2DL+2.0EOZ+0.5LL Y LI 1.34 L2 1.34 L4 2 6 min -:38 •16 08 '9 -:08 -15 " 0 `''-8�25''+15 -24 16 -24' 0.9DL+'2.0EQX Y L1':76 02.:76 L3 2 7 4 Max 1.11 9 .07 16 .07 10 0 8 .37 10 .4 9 25 0.9DL+2.OEQZ Y L1 .76 L2 .76 L4 2 26 9 5 max 1.09 9 .07 16 .07 10 0 .49 10 53 9 27 1.2DL-2.0EOX+0.5LL V L1 134121.34 L3 2 1 .08 10 0 ':8 i8 _.09 8 28 12DL-2.OEQZ+0.5LL Y L1 1' 1;34'L2 :34 L4: -2 '- 111 M2 1 max 1.11 6 14 .0909 14 10 0 8 0 8 0 8 29 0.913L-2.05QX Y L1 .76 L2 .76 L3 2 12, -m' 36 11 ' -.08` 11 -.08' 15 '0 8 : 0 `8 -"0 -"--8 30 0:9DL-2OFOZ Y L1 7g,l? 7fi C4 -7 13 2 max 114 14 08 14 08 10 0 8 .13 10 .12 11 14 . 'ruin'-37 ' '11 -.07: 11'_.08.-15' '0 8 -13- 15 -.14 14 15 3 max 112 14 08 14 07 10 0 8 .25 10 .24 11 Envelope Joint Reactions 16' - min -38 - 11 '-.07 _11' -08 15 ' 0 '8 -:25 15 27 "14 Joint X[k) LC Y 00 1 C 7 fkl LC MX fk-ft) I C MY[k-tt[ LC MZ fk-R7 LC 17 4 max 1 11 14 .0$ 14 07 10 0 8 37 10 35 11 1 N1 max .08 11 1.16 14 .08 10 0 8 0 8 0 8 18 min -.39' 11- =:07 11 -.07 16_- 0 8. -.37' 15 -,4- 14 19 5 rmt[ayxl 1.09 14 08 14 .07 10 0 8 49 10 46 11 5 N2 m -08 16 -:36. 16 08 15 0 8, 0 8 O $ .. 21 M3 1 n x 1.16 14 09 14 07 15• :0 8 .49 <15. -.53' 14 3 143 max .08 12 0 8 0 8 0 8 A8 10 0 8 0 8 0 8 08 11 1.16 14 22 • min -.36 11 .08 11 -.08 15' 0• 8 0 8 0 8 6 min -:08 14 .36' 11 ' -08 `' 15 0 8 0 8 0 ' 8'r 23 2 Max 1.14 14 .08 14 .08 10 0 8 .13 10 .12 11 7 N4 max .08 9 1.16 9 .08 10 0 8 0 8 0 8 24 min -.37 11 07 11 08 `15 0 8 13 15 14 14 8 min -,08 16_ -.36 16 -:08 17 0:" 8 0 8" 0 81:' 25 3 max 1.12 14 .08 14 08 10 0 8 .25 10 .24 11 9 Totals: max 32 9 ?.13 8 .32 12 26 .min '-.38 11 07 19 07 15 • 0 8 -.25 '15 -.27 14' 10 min -32` 14 "'1:15 17 -32 17 27 4 max 1.11 14 .08 14 .07 10 0 8 .37 10 .35 11 .'28 min -.39 11 -.07 11' -.07 15 0 8'- -.37 15 --:4 ' 14- 29 5 max 1.09 14 .08 14 .07 10 0 8 .49 10 .46 11 Envelope Joint Displacements 30 min -.4 11 07 11 07 15 `0 8 49 15 . 5&' 14 31 M4 1 max 1.16 9 .08 16 08 10 0 8 0 8 0 8 Joint X[in) LC Y Ord. I C 7.0n1 LC X Rotation. LC Y Rotation I C Z Rotation. LC 32- ' min -36 - 16'. -.09. g -,08 '15 ' 0' 8 -0 '8 0 8 1 N1 max 0 14 0 11 0 17 3.05e-3 15 1.1e-5 15 2.95e-3 11 33 2 max 1.14 9 .07 16 .08 10 0 8 .13 10 .14 9 2 min 0 11 0 '14` 0 10 3.05e-3;10 -1 1e=5 10 -3.O8e-3 14 '34 ' '-;37' 16 =;08 9 08` 15. 0 8 ' -'13 15 -:12> 16''. 3 N2 max 0 14 0 11 0 15 3.05e-3 15 1.1e-5 15 2.95e-3 11 35 3 � 1 12 9 .07 16 .08 10 0 8 .25 10 .27 9 4 min 0 11 0 14 0 12--3:05e-3 10.-1.1e-5 10'-3:08e=3-:.14. -36 min' -38: 16 -08 9 -07"15 ;;0' ' 8 -25 `15 " -.24 ...'16 5 N3 max 0 16 0 16 0 15 3.05e-3 15 1 1e-5 10 3.08e-3 9 37 4 max 1.11 9 .07 16 .07 10 0 8 .37 10 .4 , 9 6 min '0 : 9 0 9 0 12 -3:05e-3•.10 1 1e-5'15 '2,95e-3 16 38 min, -39' 16 =:08 9 -07 15 0 8. ,-37 15 -:35 16' 7 N4 max 0 16 0 16 0 17 365e-3 15 1 1e-5 10 3.08e-3 9 39 5 max 1.09 9 .07 16 .07 10 0 8 .49 10 .53 9 8 • min 0' 9 0 9' 0 '10 -305e-3 10 -11e:5 15 2.95e-3 '16: 40 min -4 "16 -.08 9 -:07 15 0 8 .49 15 -.46 16 '` 9 195 max .16 14 0 11 .17 15 3.75e-4 15 11e-5 15 4 75e-4 9 41 M5 1 max 0 15 .45 15 .01 15 0 10 .02 10 .49 , 15 ':'10 '-. min -,16 9 ' 0 14 -.17.,". 10'-3"64e-4 12 -1.1e-5 10:=2"46e-4 ;16_ 42' min `0" 12 .42 12 =x-:01 10 0 ' 15 -.02'=•'15 -.49 - 10 11 N6 max .16 14 0 11 .17 15 3.64e-4 17 1,1e-5 15 4.75e-4 9 43 2 max 0 14 .44 15 .01 15 0 10 0 10 .24 17 12 min` -.16 9 ..0- 14 -17. -10 '-3:75e-4 10 -1.1e 5 1Q`-2:46e4 '16° 44 min- 0 12 -4 .01 .110 0 ' -15 ' -0 "15 -.25 - :10''' 13 N7 max .16 14 0 16 .17 15 3.64e-4 17 1.1e-5___1_0_,2.46e-4 11 45 3 max 0 14 .4 .01 15 0 10 0 9 0 17 14 min -.16 "9 0 9 .7.' =17` 10 :3'75e-4 10 -1'1e-5 15'-4"75e-4 14' -46 min 0 - 12 -43 10 ''',-.01 10 0 15 0 14 0 "'8''" 15 N8 max .16 14 0 16 .17 15 3.75e-4 15 1.1e-5 10 2.46e-4 11 47 4 max 0 14 43 17 01 15 0 10 0 15 .24 12 16 - min .•-16 9 '-0 9 '-.17` 10 3.64e-4.-12..`-1:1e-5 15 -'-475e-4'.14 17 N9 max 16 14 0 12 .17 15 3.64e-4 17 4 47e-8 16 2.87e-5 9 49 5 mao 0 10 4217 01 15 0 10 .02 15 49 10 18 • min -.16 9 0 15- -:17 10 -3i75e-4 `10 4,47e8-.11' .2,87e5 :14' 50 m' -0 ' 17 -:45` 10`==.01 "10 '0 .15' -.02'.':'10 -.49 15 19 N10 max .16 14 0 17 .17 15 3.75e-4 15 4.47e-8 11 2.87e-5 9 51 M6 1 mo x 0 15 45 15 01 10 0 15 02 15 49 15 "20' min -16 9 0 10 -.17 ''10 -3.64e-4 12 -4:47e-8 16'12.87e-5"''14 '52, m 0' 12 -.42 12 -.01 15 0- 10 -02 10 -.49 10 53 2 m 0 9 .44 15 .01 10 0 15 0 15 24 17 54 ' min '0._12 -43 _12 -01 ' 95 0 ` :10 0 10 25 10' Envelope Member Section Forces 55 3 max 0 9 .43 15 01 10 0 150 9 0 12 56` min 0 - 12 .; -.43 10 -.01. '15 0 10 '0 ,,14, '0 8 1 M1 1 max .43 17 .01 10 0 15 0 10 116 9 08 16 .08 10 0 8 0 8 0 8 57 4 max 0 924 12 2 min -.36 - '16 09 9"` -.46 3 0 8 b` 8 0` 8` 58 min 0 . 17: .44. 10. -01 15 '0 10 '0 15 -25 15 59 5 max 0 10 .42 17 01 10 0 15 .02 10 .49 10 3 2 max 1.14 9 .07 16 08 10 0 8 13 10 .14 9 '60 m'n • 0'-' 17 -:45 10 :-.01 :15 0: :10'- -:02': 15'. -49. 15.. RISA-3D Version 14.0.1 [C:1...1...1...1...1...1Styrene Conversion\Dame Cooler Suppt Frame_E-03001.r3d]Page 3 RISA-3D Version 14.0.1 [C:1...1...1...4..L..\Styrene Conversion\Dame Cooler Suppt Frame_E-03001.r3d]Page 4 r Company : JACOBS Mar28,2017 F' 8 r" - Designer : KG 1 Job Number : 25PW3020 Che9cked PM T -'J IA,L<.a i x♦ Model Name : A ii x_Su By._ r E c x x o o a i s g'y Support Frame Q Dame Cooler Envelope Member Section Forces(Continued) Member Sec Axlallkl =_ - . LC Torauetk. LC v-v Mome LC z-z Momenl[k-ftl I C 61 M7 1 max 07 9 108 9 .07 1Q 0 9 02 15 53 9 62 min .06 '16 -41 ' 16 -:07 15 '0 14 -.02 '.'10 '-.46 `16' 63 2 max .07 9 1.07 9 .07 10 0 9 0 10 .18 11 '64 min ' .06 ' 16 -.41 16 -.07 x.:15 -O.' !14 . 0 15 ,-.36 '•14`' 65 , 3 max .07 14 1.07 9 0 16 0 9 .03 10 -.16 17 66 min -.01 ' 17 -1:07 14 -.07` 10 0 -14 :03 -.29 ' 8' 67 4 max .07 14 .41 11 .07 15 0 9 0 10 .18 16 68 min -.06.` 11 =1.07"'14 -.07 69 5 max .07 14 ,41 11 .07 15 0 9 .02 53 14 70 min '.-.06 11 -1:08 14 -07 ''10 0 ,X14 --02., -10 -.46 ..11"'" 71 M8 1 max .07 9 1.08 9 .07 10 0 14 .02 15 .53 9 '72 min :06 16 -41- 16' '-.07 15 0 9 -02 "10 .. -:46 16`'' 73 2 max .07 9 1.07 9 .07 10 0 14 0 10 .18 11 74 mkt -:06 16 -41 16 -`07 15 '0 '9 0 15 ' -36 14:- 75 3 .0 ,07 14 1.07 9 .07 15 0 14 .03 10 -.16 12 76 nrr� 01 12 ' -1.07"14" 0 16 "0 9 -`03 '15 -79 8 77 4 max .07 14 .41 -11 .07 15 0 14 0 10 .18 16 ''78 ' min -.06' 11 -1 07' 14' -07-10 .0 9 0 ..."15 -.36 9': ' 79 5 max .07 14 .41 11 .07 15 0 14 .02 15 53 14 80 ' in -.06 '11 -1.08 14 -.07''10 0 ' 9 ' -.02' '10 ' .:-.46 '"'`11' Envelope RISC 13th(360-05):LRFD Steel Code Checks Member Shane Code Check Loc(fti LC Shear oda. it Cphi'Pnc ohi'PnL.phi'Mn„phi'Mn.rb Egg_ 1 M1 HSS3x3x4 .070 6.5 9 .003 0 v 9 72 57 101 02 8 56 8.56 1..H1-lb 2 'M2 'HSS3x3x4 ' .070 6.5 14 ':003 0 y 14 72.57"101.02.8:56` ''8 56'1:.H1;1b 3 M3 HSS3x3x4 .070 6.5 14 003 0 v 14 72.57 101.02, 8.56 8.56 1..H1-lb 4 M4 HSS3x3x4 :070 ' 6,5 "9 .003 0 y 9=7257 101.02,'-'8.56 856 1..H1-1b. 5 M5 HSS3x3x4 .059 0 15 .Q17 2 25 v 10 97,09 10192 8 56 8.56 2..H1-ib 6 1 M6`' "HSS3x3x4 059 0 15 .017'2 29 y 10'97.09 101:02'656-"8.56 2.:H1=1b 7 M7 HSS3x3x4 062 1.5 14040 1.5 v 14 9925 101 02 8.56 8.56 1..H1-lb 6 "`M8 HSS3z3x4 .062' "'0 9 , .040 '1:5 y'14'99.25,101.02"8.56' ::8.56'.1.:HI-1b RISA-3D Version 14.0.1 [C:\...\...\...\...\...\Styrene Conversion\Dame Cooler Suppt Frame_E-03001.r3d1 Page 5 0'1 Company : JACOBS Mar 20,2017 IiIRISA Designer E. KG 3:26 PM Job Number : 25PW3020 Checked By: T E c N N U L O G 1 E s Model Name : Agilyx_Support Frame @ Dame Cooler Joint Reactions LC Joint Label X fkl Y fkl Z fkl MX fk-ftl MY fk-ftl MZ fk-ftl 1 1 : N1 0 .07 0 0 0 0 2 2 0 .31 0 0 0 0 3 3 .08 -.64 0 0 0 0 4 4 0 .43 .08 0 ",' 0 0 5 1 N3 0 .07 0 0 0 0 6 2 0 .31 0 '; 0 0 0 7 3 .08 .64 0 0 0 0 8 4 0 -.43 .08 0 0 0 9 1 N2 0 .07 0 0 0 0 10 2 0 .31 0 0 0 0 11 3 .08 -.64 0 0 0 0 12 4 0 -.43 .08 0 0 0 13 1 N4 0 .07 0 0 00 14 2 0 , .31 0 0 0 ., 0 15 3 .08 .64 0 0 0 0 16 4" 0 .43 .08 0 0 0 17 1 Totals: 0 .28 0 18 2 0 1 1.24 0 19 3 .32 0 0 20 4 0 : . 0 .32 21 1 COG (ft): X: 6.42 Y: 3.98 Z:-14.35 22 2 X:6.42 Y:6.5 Z:-14.34 23 3 NC NC NC 24 4 NC NC NC ..c /,, + t i)l 1 L.C ? Z. c - RISA-3D Version 14.0.1 [G:\...\...\...i...\...\Dame Cooler Suppt Frame_E-03001.r3d] Page 1 Steel B@at11 File=e:lUserslgrahamke\DOCUME-11Projects\UCSF_V-ice calcs.ec6 ENERCALC,INC,1963-2017,Bum:6.17.3.17,Ver6.17.1.31 Lic.#:KW-06002658 Licensee:Jacobs engineering or Description: New W4 Beam(3'-01 Trib Width CODE REFERENCES Calculations per AISC 360-10, IBC 2012,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Load Resistance Factor Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending ,; _ D(0.PA I_(0.3) _ Span-7.50 ft W4x13 Applied Loads _- Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.060, L=0.30 k/ft, Tributary Width=1.0 ft,(Uniform Loads) Point Load: D=3.0 k(?a,3.750 ft,(Equipt Load) DESIGN SUMMARY Desi•n OK Maximum BendingStress Ratio = Maximum Shear r 0.456: 1 Maxm Stress Ratio= 0.112 : 1 Section used for this span W4x13 Section used for this span W4x13 Mu:Applied 10.741 k-ft Vu:Applied 3.929 k Mn*Phi:Allowable 23.550 k-ft Vn*Phi:Allowable 34.944 k Load Combination +1.200+0,50Lr+1.60L+1.60H Load Combination +1,20D+0.50Lr+1.60L+1.60H Location of maximum on span 3.750ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.065 in Ratio= 1,374>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.221 in Ratio= 407>=240. Max Upward Total Deflection 0.000 in Ratio= 0<240.0 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.899 2.899 Overall MINimum 1.064 1.064 +D+H 1.774 1.774 +D+L+H 2.899 2.899 +D+I-r+H 1.774 1.774 +D+S+H 1.774 1.774 +D+0.750Lr+0.750L+H 2.618 2.618 +0+0.750L+0.750S+H 2.618 2.618 +D+0.60W+H 1.774 1.774 +D+0.70E+H 1.774 1.774 +D+0,750Lr+0.750L+0.450W+4-1 2.618 2.618 +D+0.750L+0.750S+0,450W+H 2.618 2.618 +D+0.750L+0.7505+0.5250E+11 2.618 2.618 +0.60D+0.60W+0.60H 1.064 1.064 +0.60D+0.70E+0.60H 1.064 1.064 D Only 1.774 1.774 Lr Only L Only 1.125 1.125 S Only W Only E Only H Only JACOBS Subject ---- f/ Ytterac -11IS---- Project 23-AA ,/''W�`q.242C4,V6-10—VI0 r•.) Sheet No. '� 6' of t�f Authored by le-el Date '` i Checked by ..-__ Date t� c- At2. m 2 c?n.1nl. @- f-ic./A , t� a/4i` C4—s-6 : V - 7bo0rA--/fs' P / '` 9 i I q ! M 44 1 41, = 408 ( 4'?0 ) v 0 JENS 1 __ �. fie. ,Cf ,.� _ _ ,, F rlt , r r z 2 .T7 62) 0. 4‘ 0, gq i4.1 ;, ,, /4,Az2) ei, ,, ' L.... ......_, i , ... 0.7....*I, 4 j r { t:2 Ua ,j r 4-f 2 2 s ScAi' c._49Pi f9--'Lc " , $4 ),/,f F.tAJ, (,�-t i. 479-.10 41) ,J,,,! /,?:/-",-4..1 �' Subject /..\f" Project 2-i- 10 0 JACOBS CASk^J tkArt d' Sheet No. '"(4,-/ of Authored by /44 Date 4714 Checked by Date i2 La, .644r a rJ "f.-, ,/c,1r t� t L /f',')r,16 /2 n1 r /c. Pie-c y%.14- urs £ -fit_ 'V ti /116i- , 15cries d 9-D x ! +c. ISI S" _ L} A--t• i r r r -Pd t r2 e r 5 ,,) , ' 5,,3 ,J b c-a r • z x 2.14k 3.6k ,ot 1k 411111111Sii 2.61k -•• N65 1.75k '•• N67 1.1k5k .•_N66 1.7k .•i••;g19 1.78k — '-11_1\168 .91k5k -,i N25 1.17k .,i•• 120 1.19k 1.89k -••_N71 I 2.32k •• N26 • 43 2.54k • N72 'I •_N34 F4 Loads:DL-Dead Load Results for LC 2,BC 16-1 JACOBS SK- 1 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 10:08 AM 25PW3020 — SCS Skid Modified.r3d z x .95k 2.1k No.4k 1.96k '.'_N65 2.07k "1_1° '_N67 1.36k . N66 .71k 1.88k 1.93k .;•116-9119 ' 0_N68 1.37k .72k 0_N25 1.2k 1.94k • , N�20 2.55k N71 %_N26 1.22k 3 2.53k ' 0_N72 r ' 0_N34 4 Loads:LL-Live Load Results for LC 2,BC 16-1 JACOBS SK-2 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 10:09 AM 25PW3020 SCS Skid Modified.r3d roti z x - k 1.i...4 08k -2.09k1 •.,.i N65 .06k -.0 , -.64k 8 .i 'iii -.2' -.43k .03k '`i_N67 .03k -.63k .. N66 87k -•5' , -.47k .06k 1 -2.2214 i N19 .01k -% k r .it / '.i N68 .31k 34 -.32k " -. -.43k .08k % k-- '... N25 .02k -.41k -% k `r:.i N20 k -.2 ' --.28k 1ik 0 jiw'.i N71 k -% k P .i N26 -.2 . -.37k -.06 A4.4 .3 .01k so. • -.2k72 .06k F'�2" •1 .i N34 F4 -.31k Loads:ELX-Earthquake Load X Results for LC 2,IBC 16-1 JACOBS SK-3 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 10:10 AM 25PW3020 SCS Skid Modified.r3d z x .81k k/ 3k k�%40.4__N65-17k .01k :•_N67 .2k .16k 541 -• k-.0 %_N66 .19k i N19 .02k -• k - i N68 .03k -..k/ j`� N25 k -.0?i_ .01k 1k - - i N20 - k I . N70 - •k ..i N71 -.0 -.01k .01k -..k :.i N26 -.1 . -.07k -.3 :.i .3 .01k . -.07k . k - i N72 -.0 — k .08k 12 -.3 4 w Loads:ELZ-Earthquake Load Z Results for LC 2,IBC 16-1 JACOBS SK-4 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 10:10 AM 25PW3020 SCS Skid Modified.r3d z x N^n AN65 10000001,0. •0••••••••".. F2 i' : N66 .440`y4�4s — 4::.:N.69 ' - : N68 N25 �, , lel ' % N70 20 Mrr jz�'14- ' N72 04, ' i " %_N34 4 Results for LC 2,IBC 16-1 JACOBS SK-5 KG Agilyx_Styrene Conversion Skid Mar 31, 2017 at 10:12 AM 25PW3020 Existing Reinf Check SCS Skid_Modified.r3d rCompany : JACOBS Mar 31,2017 .Il Company JACOBS Mar 31,20 n r2 Job 17J, ijJob 10:18 AM ,a Designer : KG� r wf � w yiN25PW3020 10:18 AM Checked By._ , fj + Ci D" JbNumber : 25PW3020 Checked By.recnaaisc,cs Model Name Agilyx_Slyrene Conversion Skid Tecaeaioc.es _ Model Name : Agilyx_Styrene Conversion Skid (Global)Model Settings Slab Rebar Parameters Display Sections for Member Caics 5 Label Too Bar Bottom Bar Max Top Bar Sg Min Too Bar So Max Bot Bar So,Min Bot Bar So.,Soacina Incr.Rebar Options Max Internal Sections for Member Calcs"`.100 1 S1 #5 #5 6 69 6 3 Force Top an.. Mesh Size(in) 24 '2 `• :S2' ,.#5':+ ,.::#5 6 6 '9 6" 3 2:Force,Tbp an.. Subgrade Modulus(k/ft^3) 100 3 S3 #5 #5 6 6 9 Allowable Bearing(ksf)(Gross Allowable) 1 4 84 6 3 Force Top an.. #5 # 5 6 6 9 6.. , 3 Force:To an., Max Iterations 10 5 S5 N/A #5 N/A WA 9 9 3 Mid-Depth 0... Merge Tolerance(in) .12 Solver Sparse Accelerated Load Categories Coefficient of Friction .3 f'.atenory Point I nada I inn I sods Area I sods No.of Shear Regions 4 1 DL 16 heahReglon:Spacing Increment(in). 4' 2, L� e47 Min 1 Bar Dia Spacing for Beams? No _ 3 ELX 47 ptimize footings for OTM/Sliding?'" """ No '" 4. ELZ 48 Parme Beta Factor .65 ConcreteStress`Block ;Rectangular` Point Loads and Moments(Cat 1:DL) Concrete Rebar Set ASTM A615 I abel Direction Magnitude(k k-ft] Concrete Code• ' AC)318-11 1R313 N1 Y 2.14 ...2 R3Q N2,. . Y.. 1.31 3 R3D N19 Y .95 4 - R3D N20 Y -.. .. -.55.: . . .-::... Slabs 5R3D N25 Y 178 ,.6 "R3Q-.N26 Y I abel Thicknosslint Material I n aLa•Q 1`89 - t Analafdesl 1 51 20 Conc4000NW 9 R313 464 7 R3D N33 Y 254 2..._ ... S7 70 • 'Conc4000NW p Y 254 3 S3 20 Conc4000NW 0 9 R3D N65 Y 3,6 4 S4 20 Conc4000NW 0, iD R3D_N67 Y 261 5 S5 8 Conc4000NW 0 11 R3D N67 Y 2 61 12 R3D N67 Y Design Strips 13 R3D N69 Y 1.1 14 R3QN70 Y I abel Reber Angle from PI No of Design Cuts Design Rule 15 D N71 Y 1917 1 DS1 050 S1 16 28 N72 Y 2.32 .. 3DS3 0 50 52 Point Loads and Moments(Cat 2:LL) 4 DS4 0 50 5 0DS554 90 50 S3 Label Direction Magnitudetk k-ft] '6 DS6 90 50 S4 1 R3D N1 Y 95 7 DS7 90 50 85 2 R3D,N2 8 DS 90 5D S5 3 R30 N19 Y 1,36 9 DS90 50 S5 4: R3D%N20 10 105100 50 ,;S5 5 R3D N25 Y 1.93 ..,._ . ... 11 DS11 0 50 S5 7 R3D':N36' Y 2.54 .12 DS12 0 .. ,50 :S5 7 R3D N33 Y 2.55 8 _ g3� N34 Y 2:53 9 Concrete Properties �5 Tq N65 Y 2.1 Y 1.96 ._. . .. 10 R3D N67 Y 2:07 iii Cono3500NW 3409 1482 3L 60 60' 13 R3D N69 V 1.88' .71 to .111ki .r .1 14 R30jV70 Y .72 4 •Conc3000LW '`2085 907' 15 ' .6 3: 1 60" - ',60 i.:: 15 R3D N71 Y 1,2 5 Conc3500LW 2257 979 15 1 60 60 `16- R3D"N72 Y 1.22 6 Conc4000LW 2408 1047 .15 6 .11 4 1 - 60 60 Point Loads and Moments(Cat 26:ELX) t nbeI Direction Maonibidefk.k-ftl 1 R3D N1 X -.48 7 R3D_.N1 y -2.09 • _: RISAFoundation Version 8.0.1 [C:\...\...\...1...\Agilyx\Styrene Conversion1SCS Skid_Modified.r3d] Page 1 RISAFoundation Version 8.0.1 [C:\...\...\...\...\Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 2 Company : JACOBS Com an : JACOBS pi 10 0:16 A 2017 �(fi;i Mar 31,2017 (' PP (�+'•At Designer KG �. Company }`,�pF,$ yj Job Number 25PW3020 Checked By:_ 1 .'�, r-,,A � Designer : KG 10:16 AM E'',x E o a,e s Model Name : Agilyx_Styrene Conversion Skid T,E c,...i �F:Q,,,;y=,$ Job el Name : A25PW3020 Checked By:_ E c o n x e�a o�e s Model Agilyx_Styrena Conversion Skid Point Loads and Moments(Cat 26:ELX)(Continued) Point Loads and Moments(Cat 28:ELZ)(Continued) I ehel Direction Mvunitudefk.k-Rl I ahel Direction 3 R3D Ni Z -.21 Maen-39fk.k•kl 9 R3D N19 Z 4 • 'R30___N2„ X :43 10 R3aN20 ` .X 07 .,, 5R3D N2 Y -.29 11 R3D N20 Y .03 6 R3 N2 Z 06. 12 R3D N20; Z '24 7 R3D N19 X -,1 13 R3D N25 X -.01 ,8 ''R3QN19 Y .. . 1;34 .. . ... i14 • R3Qf125 ,Y 9 R3D N19 Z .06 15 R3D N25 Z -.36 10 R3D•N20 X 11 .16 R3DN26 X 07 11 R3D N20 Y .08 17 R3D N26 Y -.13 12' .:::;R3D N20 Z - -01 '18 . ,R3D_N96 Z 36' , 13 R3D N25 X -41 19 R3D N33 X _.Q7 '14' 'R3D;N25 Y 31 20 • R3s".N33 Y. .01 15. R3D Z -.02 21 R3D N33 Z -.35 16 R3DN26 X • 37 ;-22 R3q N34 X 08:, 17 R3D N26 Y -.23 23 R3D N34 Y 18 R3DN26 7 09. -. %24 "R3(:),J\134 19 R3D N33 X -.33 25 R3D N65 X -.17 70 " :'R3DJ'133 Y 26 `'R3a`'N65 Y 21 R3D N33 Z -.06 27 R3D N65 Z -.71 22 R3D N34 X _ 31 '28 R3DLN66 -X 2... 23 R3D N34 Z .06 29 : D N66Y -.05 24 R3DN65 X 25 R3D N65 V :64' `30 R3 66 `Z i33 26 • R3D 65 -Z .08 32 R3D"67 X .01 27 . -.47 33 R3D N67 Z 6 28 �k,QN66 Y _54 34 R3QN68 .X 02 . 29_______,_113D N66 Z 03 35 R3D N68 Y -.14 30 ."R3D N67 • =X -.63 ., • '36 R3DN68:: .. Z.. 31 R3D N67Y -2.22 37 R3D N69 X 19 ..,.... 33 R3D N68 X -43 39 R3D N69 Z -21 40 R3D.-.N70'3 • 01' 5 R3 68 01 41 R3D N70 Y .08 D N68 Z -3 36 .`-R3QN69 X 32 42 R3D N70' Z 1 37 R3D N69 Y .87 43 R3D N71 X -.01 38 R3D`N69 Z . . -.03 44' R3 N71 Y.. ... D7 . 39R3D N70 X -.28 45 R3D N71 Z -19 '40 R3D N70" Y 25 .. 46 R3pN72 X 01'.: 41 R3D N70 Z .02 47 R3D N72 Y -.02 42 R3D'N71 X =.2' 48 R3D'N72' Z 2. 43 R3D N71 Y -.01 44 R3DN71 •7 Load Combinations 45 R3D N72 X 46 R3DN72 •)Y" • - " ` - -" - ` < I abet $ ,A SF Cat Fac Cat.Fac Cat fac.Gat.Fac Cat Fac Cat.Fac Cat Fac fat Fac Ca„Fa Ce.Fe 47 R3D N72 Z 01 1 sit I Point Loads and Moments(Cat 28:ELZ) 3 lac 16-...Y... DL 1 2 I L 1 6 q-BC 1G-.:.v.:. DL 134_EI_X'1.7'fL :5 I abel Direction Maonitudetk.k-ftl 5 IBC 16-...V... DL 1 34 ELZ 1 I I .5 1 R3D N1 X -.21 g 1BC16. Y.. DL 1`�q,ULX` 1 LL .5 3 R3D N1 V81 7 IBC 16-...v. DL 1.TLZ -1 LL .5 -.57 8.IBC 16-:::v.. '' IX :76 ELX 1 4 R3D N2 ,. :X .16 9 IBC 16-...v.. DL .76 ELZ 1 5 R3D N2 V ' " .23 10•BC46=i.V.. DL .76 ELX -1 '' 6 _.. R3D N2 Z -:33 11 IBC 16-...y... DL .76 ELZ. -1 7 R3D P419 X 2 17 , 8 R3IN19 • Y 08' 13 Service RISAFoundation Version 8.0.1 [C:\...\...1...1...1Agilyx\Styrene Conversion\SCS Skid Modified.r3d] Page 3 RISAFoundation Version 8.0.1 [C:\...\...1...\...1Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 4 yrl Company : JACOBS Mar31,2017 ;igloo; JobDesgnerNum : KG 25 Mar r3AM �^+ DesiComgner : KG JACOBS Mar 31,2017 fj Job Number 25PW3020 Checked By:_ •y� Job Number 25PW3020 10:18 AM r.c n n..o a,e s Model Name : Agilyx_Styrene Conversion Skid a � V i Checked By:_ ^-- r o c o.o.o e,e s Model Name : Agilyx_Styrene Conversion Skid Load Combinations(Continued) Envelope Soil Pressures(Continued) I abet ,S,S.A SF Cat...Fac Cat F C t F r t F r`-r F- r Ca...Fa I abet Max tIC 14 IBC 16-8Y.Y... DL ] Max 1 C Soil Prasm.refks0 Allowable Baadnalksfl 15 IBC issv,v.. DL 1 LL 1 44 1444 ?8 15 28 1 16 IBC 16-:.:Y..Y._ r DL 1.1 ELK :7 4 x• .28 15 1 17 IBC 16-...y,Y... D 1 t Ft 7 : 46 N46: - 2915 Vic: 1; " 18 iBC t6;::Sr.Y.. DL 1;9 F -- 47 N47 .3 15 3 1 19 IBC 16-...Y.,v Ol.1.1E 48 1448 3 15 ` 3 1 20 IBC 16:::Y.v. DL 5 E 7 4• `•• 1 21 IBC 16_.Y..Y.. DL .5 FLZ .7 111 1450 • 15 28 1 22 IBC ie.-Y,Y.. .49 1 23 IBC 16-.v. v. DL .5 .EI Z_ N52 15 S 1 F�7 15 48 1 Envelope Soil Pressures N54 .47 15 47 1 Label Max UC Max)C Sell Prassorelkaf] Allowable BearingfkcD ---1456 29 - 15 1 1 F2 34 15 5 1 N57 .29 15 1 2 F4 .51 15 1 : NOB .29, 15 1 3 F10 5 15 5 1 k • 4 F6 .35 : 15 1460 15 I 5 F5 46 1 u• Illigill 6 F9 .48 15 : .4$: 1 N62 .37 15 : .37 1 _7 F3 49 15 .49 1 N63 .28 15 28 1 8 Fl 5 18 .5 N64 28 15 _ 1 9 F8 34 15 34 1 1465 .28 15 .28 1 10 F7 44 18 44 1 1466 45 15 11 F11 1 .45 1 N67 .46 15 .46 1 45 15 12 F12 .47 15: 47 1. N68 43 .' 15 L3 1 13 , R3D N1 .46 18 .46 1 1469 .43 15 .43 1 14 R30jN2 .34 15 34: r 1470 33, 15 33: ' 1 15 R3D N19 33 15 .33 1 1471 .33 15 16 R3Q_N20 .29 15 .331 2B 1 1472 .33 15'_ .33 1 17 R3D N25 .32 15 .32 1 T 1473 .32 15 .32 1 18 R3D J.126 31 15 .31 1 N74 .3 15 3: 1 J4 19 R3D 1465 .39 15 .39 1 1475 .3 15 .3 1 20 : R3D_N66 .31 15 .31 1 1476 29 15 29 1: 21 R3D)467 .36 15 36 1 N77 .29 15 29 1 22 R3Q_N68 .29 15 ,29 4 1 23 R3D N69 .33 15 .33 1479 4 15 4 1 24 R3Q970 .29 15 29 1 :r 1480 .43 15 .43 s1 25 R3D N71 .37 15 .37 1 : 1481 .31 15 31 1 26 R3QN72 .38 15 .38 1 1482 31 15 31 1 27 R3D 1433 46 15 '28 N83 .32 15 32 1 29 R3N2D 934 34 15 36 15 38 130 1430 34 15. 4 nom35 15_ 8 131 N31 33 15 33 1 15 34 1 32 N32 - t47 _ 15 1 :: 1488 .4 18 .47 11 33 N33 .46 15 .46 1 1489 .49 18 .49 34 N34 45 15 A5; 1 r N90" 48 18, AB 1 35 N35 43 18 .43 1 1491 .46 18 .46 1 36 N36 .42 : 18 .42;. 1 1492 32 15: 1 37 N37 •4 1 N93 .33 15 33 1 38 N38 :4 18 - 4 1 N94 34 : 15 34 1 39 1439 46 15 .46 1 1495 .33 15 33 1 40 N40 .48 15 .48 1` N96 38 15 : 38 1 41 N41 48 15 .48 1 1497 .37 15 .37 1 42 . N42 .46 _. 1 -..'1498 .38" iS.: 38: '1: : - 43 N43 28 15 .28 1 1499 39 15 3g 1 RISAFoundation Version 8.0.1 [C:1...1...1...\...Wgilyx\Styrene ConversionlSCS Skid_Modified.r3d) Page 5 RISAFoundation Version 8.0.1 [CA 1 .1...1...\Agdyx\Styrene Conversion1SCS Skid_Modified.r3d) Page 6 `•FJ 10:18 AM + = Company : JACOBS Mar31,2017 Designer : KG 10:18 AM Dempsey : JACOBS Mar 31,2017 Job Number 25PW3020 DesignerbeKGP Checked By:_ a1 Job Numr 25W3020 Checked By:_ a c Model Name Agilyx_Slyrene Conversion Skid c c.horoo i e. 9Yx , '� Model Name : Ail _StY rens Conversion Skid Envelope Soil Pressures(Continued) Envelope Soil Pressures(Continued) Label __IdaLU! u;, •' •..;,.: :. i Albwable5naangtk86 LabeL M 11C M L 101 N101 .31 15 .31 1 a4 Il Preyr ro-n Alb hl ase nalks0 102 N102 .31 159 N159 - 415- 45 1 103 N103 33 15 1 159 N159 .45 15 .45 1 104 N104. .4533 1 1601 N160 .29: 15 1 18: -45 1` 161 N161 .29 15 .29 1 105 N105 .46, 18 46 1 162 N162 ,34 15 .34 1- 1013 N106 :45 18, 45 1 163 N163 .33 15 .33 1 .,107 N107 .43 1841 164 N164 '' 28 15: 28' 1 108 N108 .43 15 3 43 1 165 N165 .3 15 .3 1 109 14109 ,43 15 166 141661 110 N110 441 1 15" .41 1 167 N167 29 15 31 1 111 N111 .41 1 168 N16: 11 15 31- 1 112 N112 .34 15 .34169_ X1 . 169 .31 .15 31 1 113 N113 34 15 .34 1 170 ' N170 32 15 32 1 114 N114 .32 15 _ 32 1 171 14171 36 15 .36 1 11.5 N115 33 15 .33 1 172 N172 31 15 31 1 116 N116 41- -18 .41 1 173 N173 32 15 32 1 117 N117 .4 18 .4 1 174 --N174 .33 15 .33 - 1 118 N118 _.. r.42 18 - .42. 1 175 N175 .34 15 34 1 15 .38 1176 N176 39 18 .39: 1 120 N120 39 15 39' 1 _ 177 14177 37 18 .37_ 1 121 N121 .41 15 .41 1 178 N178 33 15, : 33 1 122, N122 35 15 :35` 1 119 N179 36 15 .36 1 123 N123 .35 35 1 180 N180 .35` 15 .35 1 124 N124 .36' 15 36 1 181 N181 33 15 ,33_ 1 125 N125 36 j 182. N182 31 126 N126 `38 18 .38 15 .31 1 127 14127 38 18 1 183 N183 ,3 15 3 1 128 -N128 .4148 1 184 N184 37 15, 37 1 129 N129 18 41' 1 185 14186 .39 15 .39 1 130 14130 46 15 .48 j 186814186 39 15 39 1 15 46' 187 N187 .43 15 43 1 131 N131 .45 15 45 1 188 N188 4 15 - .4 1 132 N132 ,47 15 .47' 1' 189 N189 .33 15 .33 1 133 N13346 1 134 14134 ,45 15 45> 1 191 N191 .34 190 N190• 33 .31 15 34 135 4, 15 44 1 192 -N192 .47 : 15 47 1 N136 2 13615 .27' 1 193 N193 ,48 15 48 1 137 N137 .31 15 .31 1194 N194 :45 15 '` .45 1 1138 14138 .28 1 195 N195 .44 18 44 1 139 N139 33 15 33 1196 -N196 .45' 18 .45 1 140 N140' 35 15' .35 1 197 N197 32 15 32 1 141 N141 .36 15 .Z6 1198 N198 27 15 .27 1 142 N142 :33 15:' _33 1 19,9 N199 .32 15 32 1 143 N143 15 .33 1 200 N200 .32- 15 32 1 144 N144 36 15 36 1 201 N201 .48 15 48 1 145 N145 37 15 .37 1 -202 N202 -.51 - 15 .51 1 146 N146 37 18 37 1 2203 03 N203 .29 15 .29 1 147 14148 .34 15 N205 15 28 1 148 N148 34 : 15 34° 1 205 N205 ?NM= 15 29, 1 149 14149 .35 15 .35 1 206 N206 34 15 34 1 150 ,...'N150 _35 15 35 1 207 N207 37 15_ 37 1 151 N151 .33 15 33 208 -N208 29` 15 .29 1 152 N152 35 15 .35 1 209 N209 ,45 15 45 1 153 _N153 .38 15 .38 1 210 N210 32 15 .32 1 154 N154 35 15 :35 1 211 N211 .3_ 15 3 1 155 N155 37 15 37 1 212 14212 31 15 : .31 1 156 N156 43 15 .43' 1 213 N213 3115 Al 1 > 157 14157 42 15 42 1 214 N214 ?8 15 �28 1 RISAFoundation Version 8.0.1 [C\..1...1...\...1Agilyx\Styrene Conversion\SCS Skid_Modified.r3d] Page 7 RISAFoundation Version 8.0.1 [C:1...1..\..,\...\Agilyx\Styrene Conversion\SCS Skid Modified.r3d] Page 8- L1 Q Pr Company JACOBS 25G Mar31,2017 Company : JACOBS Mar 31,2017 0 1710:18 AM MolENR;s4 DNnuemrber ; KPW3020 Checked By- R!SADoeNuemrber ; 12GPW3020 Checked By: c e x w 111.0111“ Model Name Agilyx_Styrene Conversion Skid recxweLxxIes Model Name : Agilyx_Styrene Conversion Skid Envelope Soil Pressures(Continued) Envelope Soil Pressures(Continued) Label 215 N215 -teax UC Mas.LC Soil Pressure[ksFl au hle_Deaniv ell 4 15 4 1Lake' Max UC Max 5LC Soil PrasauretksFJ Alkayahle Bearike0 216 N216 :32 33 15 46 217 N217 37 15 1 34' N34 45 15 .377 1 35 46 218 N218 .38 15 1 3618 42 219 N219 .48 18 4 1 .42 18 .4 1 220 N220 31 15 97 37 4 18 1 38 .4 1 221 14221 32 15 1 , 18 4 222' N222 .34 32 39 N391 15 .34 1. .46 15 48 • 1 223 N223 .39 15 39 4041 N401 .48 15 1 224 N224 .41 18. 1 N41 48 15 .48 1 225 N225 .34Al4 1 42 N42 46 15 .46 226 N226' 15 34 1 43 'N44... -28 15 .. 28 . 1 .43 18 A3 1 . 15 1 227 N227 .44 15 .44 1 45 N45 28 1 228 - N228-: - .. 229 N229 .36 15 34- 1 46_" N46_ 29 15 28 1 230 N230 .36 15 36 1 47 N47 1 29 15 1 1 48 N48 3 1515` .3 1 231 N231 .43 18 � 1 232 N232 .39 15 43 1 49 N49 29 15 .29 1 2332 N233 .49 15 49 50 N50' 29 15 .79 2341 N234 .49 15 .48 1 51 N51 .49 15 .49 1 235 14235 .48 15 .48 1 53 N53 1 52 N52 48 15 .8 1 _.- 15 .48 1 Envelope Soil Pressures 54' 1454 .47 1 .47 15 55 1455 .29 15 .29 1 I abet Max UC Max LC Soil Pressnrsfk Bea 56" - - 1456 ,29 15 29 1 _F4 34 15 34 s8 Alb hl dn0lksfl 1 57 15 1457 29 15 1._ .51- 15 .51 1 58y 1458 29 29 1 3 F10 , 4 F6 5 15 5 1 59 N59 .34 15 3344 1 4 F6 35 15 35 1 60> N60., .34 15 6' F9 48 1.8 -46 1 61 1461 37 15 37 34 1 7 15 A8 1 62 N62 37 1 8 F3• 49 15 .49 1 63 N63 28 15 28 28 1 :5 18 5 1 64' 1 9 F8 - 15 1 9 F7, 15 15 28 1 '� .34 1 65 1465 28 28 . 11 F 7 18: .44 1 66 N66 .45 15 45 1 45 15 45 1 67 N67 .46 15 12 F12' : 47 15 - 46 1 13 R3D Ni 46 � 68 N68 .43 15 .43 14 R3D N2_ 34 18 46 1 69 N69 .43 15 .43 1 15 34-:. 1 70' N70 33 15, :33 ;: 1 .. 15 R3D N19 .33 15 .33 1 71 N71 33 15 .33 1 16 R3N20 29 15 .29 1 72, 1472 33 153 1 17 R3D N25 32 15 .32 1 73 1473 .32 15 .32 1 19 R318 D 1465 N26 31 15' 51 1 74 1474 3 15.. 3 1 20 R3D 1465,. .3�- 15 .39 1 >5 N75 .3 15 ,3 1 15 $1` 1. 76; N76 29 15 1 21 R3D N67 .36 15 29 1 22 R3Q_•N68 . 15 .38 1 77 N77 .29 15 .29 1 23 R3D 1469 29 _ 15 9D 1 78 _ N78 .4 15 A 1 _.24. . 4 RD N7tr 29 ---33 1 79 N79 4 15 A _ 1 5 ......23 9 80 N80 43. -. .15::. '43 1.: 25 R3D 1•171-----r-------''-.'g--"------7 y'7 1 81 N81 31 15 . _26 R3�N72' .38 15 21 1 27 R3D N33 .46 46 1 R7 N8 :31 15 31 1 28 R3Q_N34 .49 15 .46 1 83 N83 .32 15 29 1429 15 4g 1 84 N84` .35 15 .35 34 1515 1 85 N85 .36 15 .3g 30 N30 .34' y 86 N86 .35 15 35 31 N31 .33 15 _33 1 :. 32 N32 .47 15 ...47, 1 88 47' R9 . N89 .49 18 1____ RISAFoundation Version 8.0.1 [C:\...1...\...\...1Agilyx\Styrene Conversion\SCS Skid Modified.r3d] Page 9 RISAFoundation Version 8.0.1 - [C:1...1...1..1...1\gilyx\Styrene Conversion45C&Skid_Modified.r3d] Page 10 it pi � Company JAC085 Mar 31,2017 d Designer : KG Company JACOBS Job Number 25PW3020 10:18 AM /'"�, rp"- Designer KG Mar 31,2017 .c a w o,t,a,,1 Model Name . Agilyx3Styrene Conversion Skid Checked By:,_ E. �,+ Job Number : 25PW3020 10:18 AM *."�. o Checked By:_ o.I.. Model Name : Agilyx_Styrene Conversion Skid Envelope Soil Pressures(Continued) I hel Envelope Soil Pressures(Continued) 1490 _ Max l IC _ Max LC Soil Preryaurefksfl Allowable ReminoiksFl ... 18 48. - Label- Ma34 M I r 91 N91 .48 _ 1 ¢.l a 46 _ 18 148 14148 34 150 nII 1 °Qfl 90 92 N92 1 148 N14149 9 34 .34 :32 15 22 15 1 93 94 34 1533 15 33 1 150 14150 .35 15 15 2 1 95 1495 34 15 24 1 151 14151 .33 15 15 18 1 95 1495 38 15: :38 1 152 N152 35 15 136 1 98 37 15 37 153 N153 .38 15 33s 1 1 9799 N99 38 15 38_ 1 39 15 39 1 100 14100 .33 15 1 101 14101 31 '.33' 1 103 N1021 31 15 . . .31 31 1 158 '._ .N158 42 15 42 1 N103102 33 15 31 159 N159 .45 15 1 104 N104 45 18 45 1 160 N16 42 15 A5 1 105 N105 46 18 46 1. 161 N161 .29 15 .34 1 106 N106 .45 18 .45 11 162 N163. .34 15 33 163 N163 1 107 N108 .43' 15 107 N107 .43 18 .43 1 164 14164` 28 15 .34 1 .43' 15, 1 109 N109 .43 15 43 1 165 N165 3 15 110 N110 41 15 Al 1 166 N166 31 15 3 1 111 14111 Al15167 N1G7 31 79: 1 1121 N112 3441 15 Al.41 1 168 14168 .31 15 31 1 113 N113 34 34 1 169 N16915 31 1 15 .34 1 .312 15 .31 1 114 N114 .32 15" 32 170 .: 14170 36 15 36 1 115 N115 .33 15 1 .33 171 171 36 15 116 N116 41 18 .41 1 172 N172: .312 15 36 1 117 14117 .4 18 1 173 N173 32 3T 119 N119 42 18 42 1 174 14174 33 15 15 33 1 .38 15 .38 118 N118 175 N175 34 15 120 N120 .39 15 1 176 N176 39 34 1 39 18` 1 121 N121 .41 15 .41 1 177 N177 33 18 33 1 1 178 14178 37 122 14122` 35 15 35 1 .33 15 33 1 123 N123 35 15 .35 179 N179 36 15 38 1 124 14124 .36 1 1801 N180 .35 15 .33 125 N125 36 15 '� 1 181 N181 33 15 1 15 .36 1 .3,9 127 N127 38 38 18 38 1 183 N183N182 1 15 31 1 128. 14128 ` .41 18 •18 . .38 1 184. N184- 37. 15 3 1 129 1412 1 185 N185 39 15 39 130 14130 :46 46 186 N186 39 15 1 - 1 187 N187 .43 159 131 N131 45 45 1 .434 1 132 14132 .47 :47 188 N188 33 15 4 1 ,133 N133 133 N133 46 .46 1 190_ N190 15 33 1 A5 4,5 1901 N190 34 15 :34 . 136 N13135 5 .44 .44 1 191 14791 33 15 1 15 137 N137 .31 . 1 138 N138 _ .28 15 .3311 1 28 1 195 N195 140 14140 .33 .44-- 18 44 1 141 14141 36 15 .3 1' 197 N197 45 18 :32 1 - 15 33 1 196 N196 1421 N1421 36 15 .36 1 198' 14198 .27 15 22 1 143 N143 .33 15 .33 1 199 N199 .27 15' 32 1 151 14432 15 32 1 14144' _36 15" - - "33 145 _N145 .37 15 37 1 201 N�01 48 15 48 146 14146.' .37 18 97 1 202' 14202' .511 15: 1 203 N203 2$ - RISAFoundation Version 8.0.1 [C.\...L..\...\...\Agilyx1Styrene Conversion\SCS Skid_Modifled.r3d Page 11 8 1 12 1RISAFoundation Version 8.0.1 [C.1...1...1...\...IAgilyx\Styrene ConversionlSCS Skid_Modified.r3d] Page 12 6", Cr Fn Company : JACOBSNp Mar31, s $ Designer : KG Mar31,M Job Number 2017 25PW3020 Checked By:_ r e c e e o r a c r c c Model Name : Agilyx_Styrene Conversion Skid Envelope Soil Pressures(Continued) Label M Uf M r 204 `N204 - .�� ,� Allowable Bearino(ksFl 205 N205 1 206 N206 34 15. .29 1 207 N207 .37 15 .37; 1 15 .37 1 208 N208 .29151 209 N209 45 15 .45 1 1210 N210 32 15 _32 1 .3 211 N211 .3 1 2.2 N212 . 1 15 .31 1 213 N213 31 15 31 1 214. N214:. -:28 15 25 1 215 N215 4 15 4 1 216 N216 .32 15 .32 1 217 N217 38 5 .37 1 218 N218 .38 1 219 N219 48 18 .48 1 220 N220 .31 15 31> 1 ' 221 N221 .32 15 .32 1 222 N222 .34 15 .34 1 223 N223 .39 15 ,39 1 224 N22441 :41 1 225 N225 .34 18 .34 1 226 N226 43 18 49 1 227 N227 .44 15 44 1 228 N228 '34 15 34 1 229 N229 .36 15 .36 1 230 N230 .36 1.5 36 1 231 N231 .4318 .43 1 232 4932 39. 15 _ .39 1 233 N233 .49 15 .49 1 234 N234 48 15 ,A8 1 235 N235 48 15 48 1 Strip Reinforcing Label UC Snfa__ ,Top Bars Governing D UC Bot Bot Ba.Gover UC Shear Goyeming Design Cut for UC Shear 2 DS2 .11 � - JDS2.A2s 02 #509'9 nOS2 X..''.11 - DS2-X48 3 DS3 08 #5t 6in .DS3-X50 08 #5@91nOS3-x.. 15 DS3-X15 4 DS4 13 #5[@6in 'DS4-X22 0 #5@einD84-x.. 12i_ - DS4-X15 5 DS5 .12 #505in DS5-X25 0 #509. NA 1 DS5-X7 6 DS6 14 #5t6In DS6-X26 0 #549+n NA . .12 DS6-X50 - 7 DS7 17 0 #5(49in NA 12 DS7-X10 8 -DS8 2 0 #509in NA ;''08 ;DS8-X1 ._.9 DS9 18 0 #549in NA ._J2 DS9-X41 10 DS10 , .06 03 #5@Sin 0S10-:., 14 'DS10-X5 11 DS11 06 0 #509m NA 02 DS11-X17 F 12 DS12 .1 .02 4509inDS12-... .17 0S12-X46 RISAFoundation Version 8.0.1 [C:\...1...\...1...\Agilyx\Styrene Conversion\SCS Skid Modified.r3d) Page 13 Company : JACOBS Mar 23,2017 IIIRISA DesigKG 4:34 PM Job Numberner : 25PW3020 Checked By: TECHNOLOGIES Model Name : Agilyx_Styrene Conversion Skid Envelope Joint Reactions Joint X fkl LC Y fkl LC Z fkl LC MX fk-ftl LC MY fk-ftl LC MZ[k-ft] LC 1 N1 max .95 22 7.04 27 1.13 23 0 8 0 8 0 8 2 min -.95 27 -2,57: 24 -1:13 28 0 8' 0 =8 0` 8 3 N2 max .86 22\ 2.31 27 .65 25 , 0 8 0 8 0 8 4 min -.86 27 . .41 24 -.65`, 30 0 8 0 8 0 8 5 N66 max .96 22 3.66 27 .55 23 0 8 0 8 0 8 6 min -.96 27 .29 24 .55 . 28 0 8 0 8 0 8 7 N65 max 1.3 22 5.1 28 1.22 25 0 8 0 8 0 8 8 min -1.3 27 2.44 25 -1.22 30 0 8 0 8 0 8 9 N67 max 1.28 22 7.85 27 1.15 25 0 8 0 8 0 8 10 min -1.28' 27 -2.54 24 -1.15 30 0 8 0 8 0 8 11 N68 max .8 22 2.66 27 .53 230 8 0 8 0 8 12 min -.8 27 .68 24 .53' 28. 0 8 0 8 0 8 13 N20 max .15 25 .26 24 .04 22 0 8 0 8 0 8 14 min -:15 30 -.37 27 -.04 27 0 8 0 8 0 8 15 N19 max .22 25 3.44 27 .68 25 0 8 0 8 0 8 16 min -.22 30 -2:12 24 .68 30 0 . 8 0 8 0 8 17 N70 max .54 22 1.77 27 .09 23 0 8 0 8 0 8 18 min -.54 27 18 24 -.09 28; 0 8 0 8 0 8 19 N69 max .57 22 3.22 22 .33 25 0 8 0 8 0 8 20 mini -.57 27 -87 29 -.33 30 ` 0 8 0 8 0 8 21 N25 max .8 I 22 2.97 22 .5 23 0 8 0 8 0 8 22 min -.8 27 .69 29 ` -.5 28 0 8 0 . 8 0 8 23 N26 max .73 22 2.06 27 .24 23 0 8 0 8 0 8 24 min -.73 27 .45 24 .24 28 0 8 0 8 0 ` 8'. 25 N72 max .41 22 3.12 8 .26 23 0 8 0 18 0 8 26 min -.41 27 1.66 25 -.26 28 0 8 0 8` 0 8 27 I N71 max .4 22 1.68 28 .32 25 0 8 0 8 0 8 28 min -.4 27 .74 25 -.32 30 0 8 0 8 0 8 29 N33 max .64 22 2.65 8 .68 23 0 8 0 80 8 30 min -.64 27 1:42 30 .68 28 0 8 0 8 0 8 31 N34 max .61 22 3.58 8 .59 25 0 8 0 8 0 8 32 min -.61> 27 1.94 17 -.59 30" 0 8 0 8 0 8 33 N122 max ,37 22 1.72 23 2.37 25 0 8 0 8 0 8 34 min -,37 27 .2 30 2,37 30 0 8 0 8 0 8 35 Totals: max 11.34 22 48.69 27 11.3 25 36 min -11.34 27 . 8.68 24 -11.3 28 RISA-3D Version 14.0.1 [C:\...\...\...\...\...\Styrene Conversion\SCS Skid_030917 with Field Dims.r3d] Page 1 e—, _ Project _a J����Sm Subject �_Si �� L � a__.1F C�.?�Q A 0L.�--- i&it �_Q_ *y Sheet No. 'r T of Authored by K._4 Date ._ L d Checked by Date Ks Int h'^1 C.4-C '! r/a "'?cl it-c-"r" Ole' 0 (&) "` 4,\I 44,/"` 5.1 w s "�, /nJ � � l p 2,-1C ----' ,,.,#' ll-- !( !}�f%' Gam' LS-'J Pl�t.f e SLS " J N xY -Ft4 Q n1 4'1,0/ "44 q .� '�-S ti `s$ 4, fi ' '-'1--c-41--/L, � �.`.��'�j �$ ter C YE 3. �L y,E.,. /. / -C;—C-- 41' S 1.71.&C"")' 44-4 lJ r a h sc€,� 1~,� Ch 1) f +r-, .-?i,g • 28, 2S7) i 1Sdp,J4 = 0 . ^ 62a', z� ' / - fir , 1�� n>u C 2 I >, 6 s ,';X.-,a4-77/1 / 4 R NA '( I rJ4Q 444 = 289, S'` 1;,„ } / 2 7 JACOBS Subject __-S.1�✓"'t,`""} Project dT'�"�/"'� �1 �-{� 7 , „,...-7-gg.'7 Q,, Sheet No. -(4 of Authored by ' - 1 Date iii.2 Checked by Date rY/4244,,j 4 -.7. (.2 . ' '.- 1- — k? ----. ) ( / ''' t... 0.?- t O. 2 ...?..:_el ) =, (9. qZ,,s— 4 /,.-0 )Cqc CRa I, 8'. zi P, 2.1 11 Gil 4 /, e ( 2 / )(0. 9"S) ,/(,) (9.423-)(S'o ) 6'04. /V4 ' .�``� 0 f 94 � ) (l o , 6 p Y f2 22 'V ;7,- (, (7' 4 z CS,L0,,„/ • 96 ge.4^c ) AJA d , 61- 6, 0 ) x ç,s—s-- ' J J JACOBS Subject _ l /The ilai C' 1�_ Project --- a..i-C W 3 6� r.t1 4 cSt "7°t4J Sheet No. -(6- of Authored by 1<'4 Date '!/ Checked by Date f'G — 2. 2-S-, G t.„..,'2 //�� f(...i z ) 11-• 2 2-C CO tk.:Ylq, fs) X- a, "P- i'' J ' ? ( ..,,„- - ) 9 0`iJ + 6• ( ) / 2 / c zz 1 t-/ /, a ` >'S`C. . ) `419 , — M / , f' �Aaf AAAIX . , ...,—(9'ra i /'s Ls") 0, 9 /r 0 P''21 g, 2 i ) kc �4IFA '' ef lc /7 /• 0)6,/-.0Q, /2, oz / ``t'c,,,, / o ( "J'a6:-e.---C-1.---;.)i"7.4 e_f ft w,r, 6, tr--7.I .q 1300 'C.4-)44 c5 2 . f lAJC-4) = ( -.. ...— ) 0' 4) 1' 0) ( 0 ' /7) 12- a2J 119) .1-2- Al /93c.....0(.......,&. . Ops ) 40.44- 61. a) /I, C6 U S7.9 * > rU vA 0.4t , LI Subject .1.-7Y114:44j Project hk' "--C—P \.)_702..0 JACOBS° Cal,J ve7Y1- Sheet No. —C.4 to of Authored by frC—C'T Date W/7 Checked by Date a, Ig Vca re_it e:1 • 4-5e.,v F ) o , ?-0 x /2 -57040p ) 1514'4 ' S— ( , 03-1/ ) 7, cPY- 9 > Va4 2, 2 Pity v c._/) kce Pe-4i tj4 VICP 44 Ali'L ,u, 4/./41 g"9' 40.0 /46i) ( 0174 iL "4' ° Nia O ^fr / ) /- 14-rt 444 61 44C (41"'IL I CA C- C ) Lot -9' Subject Project JACOBS t� a Sheet No. r T of Authored by Date WO` _ Checked by Date 2 a / (' , gets)6, `/ \ 6/C)(14 2 cP l ?z?,sem / 0, O / 's 0 rte,, ) v , 29 44 > 1Jt� q 4., �G O a� — .S (12j er...,d l r O (I'd 3ca Vtet,v Q, t 3 ' l's 4 , .1 3 k ) 0 , e.32 < ) , o .2 Viog T [7- ( 12 I JACOBS Subject���r.+`..,,-"" -----.-.-__ Project 114♦2- ��.._?C� __. Sheet No. fb / of � ,L Authored by 14' r Date `--_--/ Checked by Date ). ." ccs, p?4(1.0)( . b) (/,0 ) ( 2a 0S qiV - (063nWGce.4rnn,� - 0. ( ) 8/ G 4L- ? f LZ�.1 cr o..) S --,y- "„1 7-611._4 c.-72.0"....) —`i,,.! 4 nJ A)r 7,,P0 2 /2-04 6 C j t r .2 -92 2 372 1s" s � ? s + S + 2 ? 8 Subject f yl� Project 2' A4 2 0 2'0 jAcoBCO-w +/ A t" Sheet No 1 of Authored by Date 414 t 4 Checked by Date __ 0 3. °' E 1 1 O Co U 1—.71... +I 1 /?QJt 4 4- J�/L © I 5:".14:1::,i � o r _- f /74-f--6-7) J Vic..-ti --�'LI, 5-L . r.?,�,e..-, j __ i mo — 11 `/"] !TYP(21® �i • i I���{ t-I1. a. 4 W P `A V ^ i ?-o* I r" 1/4► v ®22 fri : 0 1 1 g1_i �= Aa, 4g/A --dr v ii& i ) 1 foo o • (.2,.s7)(6Viz, ) O'2° TYP(3) / d FRONT ELEVATION SCALE 1 1/2"=1'-0" (SEE PLAN VIEW FOR ORIENTATION) V, e2,92 LA.,) A. id'e,J MI L f A.-4 iJ , , ) (/..Ch,}) if " ) P1 92 I 30' ,,/ --------------A 114 -{T1'P //7 N',. 300. I �:\ e..) /7 Tz 0, ,2ee (1 ?-0 *) 19• il it __....._.. p ;�� O o . ' � ��� 11 11 t 27,. U ( , 1� I lam, 01,0 1 ii , 1� = '"� tat 1� fiti / O °2/0 (2.44..2174 i" �� \N\.,0 111. '4 \ O4 // 120' tZ ) .2 8� � ./1. 1 ) 200' �� 150' 4 20 0 150 ®® Subject ___STY 126.4 Project ,4102-rPh.)202. JACOBS Sheet No, 72- of Authored by "44 Date Y-fil Checked by Date rit-1 4-4/C.4-11-- a(4- 1-°4-17-C-.-'A , AE QJ .0"/ /44 e-4-1-0it "-a' s 7`..r Go LAI 4-6 61./67. rb &1/c7-7tir-a /Ai 4 r M 221'2 4' /Colt- 474(ito 12_4 4.-E c j2c 2. 0 (-0-a ft- 70o -4 g, r a 023.2° 2 7, 1 r‘ 4-"4 .2( ) 2 1141:4...r HO Alb "--‘, , C6-4- /fr-1 I 611- &/2 0-13 4-6/4-6A tv6.* , tt 171-? 4 www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: Specifier: KG Project: Agilyx-Tars Tank Anch Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 4/3/2017 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200+HAS B7 3/8 Effective embedment depth: hex,=4.500 in.(heF,limd=-in.) K�HRrY�o -`. t� Material: Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/201613/1/2018 Proof: Design method ACI 318-11/Chem Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. Anchor plate: lx x ly x t=4.000 in.x 4.000 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,3000,f5=3000 psi;h=8.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(D.3.3.4.3(d)) Shear load:yes(D.3.3.5.3(a)) Geometry[in.]&Loading[Ib,in.lb] Z 0 _ .�..- � t � y { to ter: � i G' c •sY ; vti wo Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 HU AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan :i-ui [iT www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 2 Specifier: KG Project: All Tars Tank Anch Address: Agilyx Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 4/3/2017 E-Mail: 2 Load case/Resulting anchor forces A y Load case:Design loads Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1640 187 0 187 max.concrete compressive strain: -[%o] max.concrete compressive stress: -[psi] T`n 'x resulting tension force in(x/y)=(0.000/0.000): 1640[Ib] resulting compression force in(x/y)=(0.000/0.000):0[Ib] 3 Tension load Load Nua[Ib] Capacity$Nn[Ib] Utilization RN=N„a/$Nn Status Steel Strength* 1640 7264 23 OK Bond Strength** 1640 2063 80 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 1640 4333 38 OK *anchor having the highest loading **anchor group(anchors in tension) 3.1 Steel Strength Nsa[Ib] 0 0 N.[Ib] Nua[Ib] 9685 0.750 7264 1640 3.2 Bond Strength ANa[in.2] ANao[in.21 CNC[in.] ca,min[in.] bac[in.] 114.57 114.57 5.352 12.000 10.905 T kung[psi] T ker[psi] 2261 1064 ect,N[in.] y ec1,Na ec2,N[in.] kg ec2,Na IV ed Na lV cp,Na aN,seis 0.000 1.000 0.000 1.000 1.000 1.000 0.750 A.a Nba[ib] 0 4)seismic 4)nonductile 0 Nay[lb] Nua[Ib] 1.000 4231 0.650 0.750 1.000 2063 1640 3.3 Concrete Breakout Strength •We[in.2] ANco[in.2] ca,min[in.] cac[in.] IV c,N 182.25 182.25 12.000 10.905 1.000 ec1,N[in.] W ecl,N ec2,N[in.] W ec2,N W ed.N 4r cp,N kcr 0.000 1.000 0.000 1.000 1.000 1.000 17 A.. Nb[Ib] 4) 4)seismic 0 Ncbg[lb] Nua[Ib] 1.000 8888 0.650 0.750 4333 1640 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hifi AG,FL-9494 Schaan Hilti is a registered Trademark of Hill AG,Schaan www.nilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 3 Specifier: KG Project: A Address: gil yx-Tars Tank Anch Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 4/3/2017 E-Mail: 4 Shear load Load Vua[Ib] Capacity+lin[Ib] Utilization Rv=Vb./.Vb Status Steel Strength* 187 2644 8 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength(Bond Strength controls)** 187 5924 4 OK Concrete edge failure in direction y+** 187 4602 5 OK *anchor having the highest loading **anchor group(relevant anchors) 4.1 Steel Strength Vsa[lb] 4) 4 Vsa[Ib] Vua[Ib] 4067 0.650 2644 187 4.2 Pryout Strength(Bond Strength controls) ANa[in.2] ANa0[in.2] cNa[in.] Ca,min[in.] cac[in.] 114.57 114.57 5.352 12.000 10.905 T k,uncr[psi] T k,cr[Psi] 2261 1064 ec1,N[in.] y1 ec1,Na ec2,N[in.] y1 ec2,Na kg ed,Na '41 cp,Na IXN,seis 0.000 1.000 0.000 1.000 1.000 1.000 0.750 A a Nba[lb] 0 4)seismic 4,nonductile Vcpg[lb] Vua[lb] 1.000 4231 0.700 1.000 1.000 5924 187 4.3 Concrete edge failure in direction y+ le[in.] da[in.] cal[in.] Ave[in.2] Avoo[in.2] 3.000 0.375 8.000 192.00 288.00 w ed,V W parallel,V ec v[in.] W ec,V W c,v W h,V 1.000 1.000 0.000 1.000 1.000 1.225 A..a Vb[lb] 4 4)seismic 4,Vcbg[lb] Vua[lb] 1.000 8052 0.700 1.000 4602 187 5 Combined tension and shear loads RN RV Utilization PN,v[%] Status 0.795 0.071 5/3 70 OK RNV-RN+Rv<=1 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan %6 www.hiiti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 4 Specifier: KG Project: Agilyx-Tars Tank Anch Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: Date: 4/3/2017 E-Mail: 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029,etc.).This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used.The(0 factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C,D, E or F is given in ACI 318-11 Appendix D,Part D.3.3.4.3 (a)that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure.If this is NOT the case,the connection design(tension)shall satisfy the provisions of Part D.3.3.4.3(b),Part D.3.3.4.3(c),or Part D.3.3.4.3(d).The connection design (shear)shall satisfy the provisions of Part D.3.3.5.3(a),Part D.3.3.5.3(b),or Part D.3.3.5.3(c). • Part D.3.3.4.3(b)/part D.3.3.5.3(a)require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength.Part D.3.3.4.3(c)/part D.3.3.5.3(b)waive the ductility requirements and require the anchors to be designed for the maximum tension/shear that can be transmitted to the anchors by a non-yielding attachment.Part D.3.3.4.3(d)/part D.3.3.5.3(c)waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension/shear obtained from design load combinations that include E,with E increased by coo. • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors.Reference ACI 318-11,Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan f� www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 5 Specifier: KG Project: Agilyx-Tars Tank Anch Address: Sub-Project I Pos.No.: 25PW3O2O Phone I Fax: Date: 4/3/2017 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 200+HAS B7 3/8 Profile:no profile Installation torque:180.000 in.lb Hole diameter in the fixture:df=0.438 in. Hole diameter in the base material:0.438 in. Plate thickness(input):0.500 in. Hole depth in the base material:4.500 in. Recommended plate thickness:not calculated Minimum thickness of the base material:5.750 in. Drilling method:Hammer drilled Cleaning:Compressed air cleaning of the drilled hole according to instructions for use is required 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Compressed air with required accessories • Dispenser including cassette and mixer • Properly sized drill bit to blow from the bottom of the hole • Torque wrench • Proper diameter wire brush y 2.000 2.000 o 0 o o 0 0 N N J 1 ' • 10.x 0 0 0 0 0 0 N N a • 2.000 2.000 • • Coordinates Anchor in. Anchor x y c.x c,x 1 0.000 0.000 12.000 12.000 12.000 12.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt AG,Schaan �III�TIF www.hilt!.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 6 Specifier: KG Project: Agilyx-Tars Tank Anch Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 4/3/2017 E-Mail: 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Subject A-441- 'If* Project L2-S.- JACOBS kis 7 c-41A-G c--7.b it sheet No. t of Authored by 1.<-CT Date ,11/?. Checked by Date b„, cA t.k.s• JZ 4-") Gi4-0/24-411:: g7114t-HP1- 4,317- (oPtc-',1„4-piotl ) 4-4-• c) ) c 0, 2 ) # p2/ R4-c-6 AAA3 m, Irt 0' Rti? 24:? P", 0. hLe. L4 /-77€ ( i2 2o) = 74, 62) - 2 .?-04 P&L_ 19-c.14.04 4 ;)--1 .-c4f..z..-tt LE e40 - (A P. 1 • , ak....AJAN (74")/a. 4 1 _ - j1.1!11IL J - www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: Specifier: KG Project: Agilyx-Dust Collector Address: Sub-Project I Pos.No.: 25PW3O2O Phone I Fax: Date: 3/15/2017 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200+HAS B7 3/8 > *- Effective embedment depth: hetact=4.500 in.(h in.) famsVx0O ef,limit——- ll H Material: Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/201613/1/2018 Proof: Design method ACI 318-11/Chem Stand-off installation: -(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,3000,f0=3000 psi;h=6.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(D.3.3.4.3(d)) Shear load:yes(D.3.3.5.3(a)) Geometry[in.]&Loading[ib,in.lb] Z x Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 64.1 1 IflL 1 % www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 2 Specifier: KG Project: A it x-Dust Collector Address: 9 Y Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 3/15/2017 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[Ib] Utilization Loading Proof Load Capacity I ] Status Tension Bond Strength RNR/[% 9 270 2063 14/- OK Shear Steel Strength 50 2644 -/2 OK Loading RN Rv C Utilization Combined tension and shear loads 13"[%] Status 0.131 0.019 5/3 4 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Y rl► Z X • r, Envelope Only Solution JACOBS SK- 1 KG Agilyx_Modified Support Frame_E12001 Mar 30, 2017 at 4:47 PM 25PW3020 Modified Suppt Frame_E12001.r3d Y 140 2 X /yS`S? cv 5 c/ ySS?k�k3 = N 14 2�3t9,94 2 a�3 9 41, 13 \e yss?k?�3 12 x 6 NX U) I X X N U) 2 3 r',2 JACOBS SK-2 KG Agilyx_Modified Support Frame_E12001 Mar 30, 2017 at 4:26 PM 25PW3020 Nodes& Members Modified Suppt Frame_E12001.r3d �► Y I••/ 2 X 1 00 ' ':' '/ / p. l P) ° \. IT, ,0,--„,I, 0' �, / � Iv�I,1 \, ii' I 1, r0 - .1 ,v� 14 , l4 i//I I . All 1 iI1 .1 13 ((i I��j v,. , ,rir-i- I I -.04kfftl!r I \�,i 1\ 0''112 ,le � \ Ai v# 6 413 412 Loads:BLC 2,DL_Equipt(Op) JACOBS SK-3 KG Agilyx_Modified Support Frame_E12001 Mar 30, 2017 at 4:27 PM 25PW3020 Modified Suppt Frame_E12001.r3d f Y • /0 z x -.03k 5 1 _,0 14 4 -.0 „`1 13 • -,0 N12 -.03k r 6 ilk 3 :,2 Loads:BLC 3,EQX JACOBS SK-4 KG Agilyx_Modified Support Frame_E12001 Mar 30, 2017 at 4:28 PM 25PW3020 Modified Suppt Frame_E12001.r3d IZ Y Z X s• 42: 5 i N14 Ai 4 i � �1 13 .05k 12 6 II,3 2 Loads:BLC 4,EQZ JACOBS SK-5 KG Agilyx_Modified Support Frame_E12001 Mar 30, 2017 at 4:28 PM 25PW3020 Modified Suppt Frame_E12001.r3d y Code Check •, (Env) '. hlo Calc Z X >1.0 .90-1.0 .75-.90 .50-.75 0:.50 11100.-06 N •02 N 9 'OO ♦nJ •O2 .p6 N N Member Code Checks Displayed(Enveloped) Envelope Only Solution JACOBS SK-6 KG Agilyx_Modified Support Frame_E12001 Mar 30, 2017 at 4:30 PM - 25PW3020 Modified Suppt Frame_E12001.r3d rlF Company : JACOBS Mar 30,2017 i .. F'. rd it Designer : KG Company : JACOBS M32 P 2017 ] 9 : [�}1� i 4:32 PM ��.�" , ys, k; F.f Job Number : 25PW3020 p, k".,['g`; Job Designerum : 25 Che PM ybid£a o1 aJ @ Checked By._ y �t"� .. Job Number : 25PW3020 r e c n n a L o a r e s Model Name Agllyx_Modified Support Frame_E12001 "I'"� i ModelChecked By:_ r r c n n o�COo c r r s Name Agilyx_Modified Support Frame_E12001 (Global)Model Settings (Global)Model Settings,Continued Display Sections for Member Calcs 5 Seismic Code Max Internal Sections for Member'Calcs `:97 SeismicBase Elevation'(ft) • Not Entered Include Shear Deformation? Yes Add Base Weight? Yes Increase,Nailing Capacity"fdr.Wind? ' ''Yes: -'_ CIX Include Warping? Yes Ct Z Trans Load Btwn intersecting Wood Wall?''Yes TX(sec) '"Not Entered Area Load Mesh(in^2) 144 T Z(sec) Not Entered Merge Tolerance . • .12 R P-Delta Analysis Tolerance 0.50% R Z - Include"P-Delta for Walls? Yes Ca ..:. Automatically Iterate Stiffness for Walls? No Cv Max Iterations for.Wall Stiffness 3 Nv Gravity Acceleration(ftisec^2) 32.2 Occupancy Category Wall.Mesh:Size(in) '12 Seismic Zone Eigensolution Convergence Tot(1.E-) 4 Om Z Vertical Axis YO ... Global Member Orientation Plane XZ Rho Z Static Solver Sparse Accelerated '. RtioX Dynamic Solver Standard Solver Hot Rolled Steel Code AISC 13th(360-05):LRFD AdjustStiffnesS? No Joint Coordinates and Temperatures RISAConnection Code AISC 13th(360-05):ASD Label X[ftl Y IN 71ft] Terns[Ft Detach From lllaonr Cold'Formed°Steel Code'" AISI:1999r ASD 1 Ni 7 0 24 0 Wood Code AF&PA NDS-97:ASD 2 N2 7 0 14.27 0 Wood Temperature <100F3 N3 5 67 0 14 27 0 Concrete Code ACI 318-02 4 N4' St67 0 24 0 Masonry.Code • . "'ACt 530=05`ASD 5 N5 7 2 24 0 Aluminum Code AA ADM1-05:ASD-Building 6 N6 7 2 14 27 0 - 7 N7 5.67 2 -14.27 0 Number of Shear Regions 4 8 N8 Region Spacing Increment(in) 4` " " - 9 N9 5.67 2 -16.7025 0 Biaxial Column Method PCA Load Contour 30 N10 5:67 2 19:135: 0 ParmeaBeta`"Factor'(PCA) 15 11 N11 5.67 2 -21.5675 0 Concrete Stress Block Rectangular 17 N12 7 2 167025' 0 Use.'Cracked:Sections? Yes 13 Ni3 7 2 19.135 0 14 N14 7... 2 21`5875 0 Use Cracked Sections Slab? Yes 15 N15 6.335 2 14.27 0 Bad Framing Warnings? No Mini Ba Dam SpaUnused Force lc ngs?nq Nos 177 N17 6.335 2 21 5675 0,, Concrete Rebar Set REBAR SET ASTMA615 ,18 N18 6:335 2 191135 0 Min%'Steel for Column ' "'"1 19 N19 6.335 2 16.7025 0 Max%Steel for Column 8 21 N20335 242 14'27 0 21 N211 6.335 2.42 -24 0 -22 . , ..N72 • 6'335 , 2:42. -21,5675 ' 0 23 N23 6.3352.42 -19.135 0 24 N4 6'395. 2.42 :"'_16:7025 '0 Joint Boundary Conditions Joint I abel X[kiinl Y Mal Z lit/in] X Rot fk-ftlrad] Y Rot fit-ft/re&L Z Beltk-ttfradl_ 1N1 Reaction Reaction Reaction '2 :N3 Reaction ° Reaction' Reaction 3 N2 Reaction Reaction Reaction 4 N4 'Reaction Reaction •:Reaction - ' RISA-3D Version 14.0.1 [G:\...1...L..\..-\25PW3020_Styrene Conv\Modified Suppt Frame_E12001.r3d] Page 1 RISA-3D Version 14.0.1 [G:1...1...\...\...\25PW3020_Styrene Conv\Modified Suppt Frame_E12001.r3d] Page 2 i qr Company : JACOBS Mar30,2017 Company : JACOBS Mar 30,2017 ?,:]„]r' 0pn pV3 Designer KG 4:32 PM ,l �+ 4:32 PM ,,;.f ud[t' se „F'°.a Job Number 25PW3020 Checked B:_ r"],.p rii t vo-n,. .3 Designer : KG r s c a c a a.s s Model Name : Agilyx Moditled Support Frame E12001 y ,;;),�['„j dna�'q:JJ Job Number 25Pyx_Mo Checked By:_ TECHNOLOGIES Model Name : Agilyx Modified Support Frame_E12001 Member Primary Data Basic Load Cases(Continued) .: t.'.. .:.., .:�, r:.r Label 11int J Joint K Joint Rotatefdegl SectPo/Shane Type Design List Material Design Rules ��� �_ -- - `°" 1 M1 143 N7 Post Column Srnlare Tube A500 S1 2 M2 N2 N6 Post" 'Column Sauare:Tube'"A500- S1 3 M3 N1 N5Post Column Sauare Tube A500 Si Joint Loads and Enforced Displacements(BLC 3:EQX) 4 M4 N4 N8 Post Column SauareTiamA500 • S1 5 M5 N7 N8 Beam Beam Sauare Tut= A500 S1 Joint I abel L.n M Direction Mauniluderlk.k-ft]fin.redl 1k-s^2/fl,.. 6 M6 N6 N5 Beam S1 Beam°Square Tube A5001 N22 L X 05 7 M7 N7 N6 - .1 N23 Beam Beam Sauare Tube A500 Si 05 8 M8 N8. N5 .' Beam Beam"Sauare Tube A500' S1' 3 N24 L X OS 9 M9 N11 N14 03 Beam _Beam Sauare Tube MOO S1 4 N20 L X 10 M10 N10 1413 Beam Beam•Sauare Tube A500 •' S1 5 N21 L X 03 11 M11 N9 N12 Beam Beam Sauare Tube A500 S1 `12 M12 N15` N20 RIGID- None , None RIGID `'S'1' ' Joint Loads and Enforced Displacements(BLC 4:EQZ) 13 M13 N19 N24 RIGID None None RIGID S1 Joint abet LOM Direction Manniludef(kk-ftl tin.radl.Ik's^910. 14 M14 - N18 • N23 RIGID None None RIGID ST 1 N20 L Z -.03 15 M15 1417 N22 RIGID None None RIGID Si 2 N21' L z 03 '16 ;M16 . ' NW. N21 RIGID None None RIGID S1 _3_ 1424 L Z -.05 4. N23 L Z: 05 Hot Rolled Steel Design Parameters 5 N22 L Z 05 Label Shane Lengthff] Lbyvfftl Lbzgfll Looms ton[ft]borne bottjIJ1-toreu Kyy Ku Cb Functior 1 M1 Post 2 Lateral Load Combinations 2 "'"M2 `Post 2 - ;Lateral' escdotion S P Y B r F m r F air e_ ai r c- e. -CF - - - - 3 M3 Post 2 Lateral 1 DDL 1 1 4 M4 'Post 2' _ ,- Lateral 5M5 Beam 9.73 Lbw Lateral 3 EQX V 3 1 6 M6 Beam -9i73 ibyy Lateral. 4 ECQZ Y 4 1 7 M7 Beam 1.33 Lbw Lateral 5 LL Y 5 1 8 -M8. . `Beam. ;1:33 ._-... .... 9 M9 Beam 1.33 Lbyy Lateral. Lbw Lateral 7 Load Combinations '10 -M10 Beam ' 1.33 Lbyy : _ Lateral 11 M11 Beam 1.33 Lbyy Lateral 9 1.2DL+1 OEQX+0.5LL Yes y L1 1.34 L2 1.34 L3 1 10 '`A:2DL+I.OEQZ`+`O.SLL Yes Y L1'1:34 11 0.9DL+1 OEQX Yes y L1 .76 L2 .76 L3 1 Hot Rolled Steel Properties 12 0 90124 OEOZ Yee Y ''L1 76 1'2:76::L4 1 Label E boil G[keit Na Thenn ft1 E.. ensilytk/k Yieldfksl] Ry Fu[ksi] Rt 13 1 A992 29000 11154 3 65 .49 50 1.1 58 1.2 14 1.2DL-1.OEQX4 0.5LL Yesn y L1'?34 L2'1.34 L3 1 '7 .._.. ..A36 29000 ...11154. .3 _:.65 49 36` •'`1:5 ''"58 1:2,..- 15 1.2DL-1.OEQZ+05LLYesY L1 1.34L2134 L4 -1 3 MOO 29000 11154 .3 .65 .49 46 1.4 58 1,3 16 0'9DL-1EQX ' Yey L1 76 L2 .76'L3 -1 17 0.9DL-1.OEQZ Yee Y L1 .76 L2 .76, L4 -1 18 . Hot Rolled Steel Section Sets 19 DL+DL Eauiot(Oo) Y L1 1 L2 1 2 HSS2x2x3- Beam n List Material Design...A. 9j lyy[441 Iz 6441 J[.04] 21 Combos with Omega(021F. „ Tube A500 S1 1. 9 _.64 .64 1.09 '�22 1:21)t 4,2:oEox+:0.5LL 'y' "L1 1.3412 1.34 L3 '2 Label Shape Type Design • 1 Post HSS2x2x3 Column Square 3 Beam SS2x2 Beam Channel A500 Si 1.19 64. _.64 '1':09-` 23 1.2DL+2,0EOZ+0.5LL Y L1 1.34 L2 1.34 L4 2 nnel A36 S1 7.,3 .42 ,_-4.58 .98 24 09DL+2F0EQX Y Li 76-LZ'i76 L3` 2 4' X HSS3x3x3 Column Sauare Tube A500'' "S1' 1:-9 246 "2.46 `4:03' 25 0.9DL+2.OEQZ Y L1 .76 L2 .76 L4 2_ 26 27 1.20L-2.SEQX+0.5LL Y Li 1.34 L2 1.34 L3 -2 Basic Load Cases '28 1.2DL-2.0EQZ+O.5LL Y L1:1.34`L21.34,L4- -2 ' BI C Descr]ption Category X Sare Gravity Y Gravity Zvily Joint Point istdbutec Area(Member Sstdace(Pla„ 79 0 90L-2 OEQX Y L1 .76 L2 .76 L3 -2 1 DL DL 1 `30 0'90L-2:0EQZ Y L'1`:76 L2 .76 'L4` -2 ; ' '' 7 'iDI_Equipt(Op) DL 2 . 3EQX ELX. -.22 5 4 EOZ FLZ 5. RISA-3D Version 14.0.1 [G:1...1...V..1...125PW3020_Styrene ConvlModified Suppt Frame_E12001.r3d] Page 3 RISA-3D Version 14.0.1 [G:1...1...5...1.-.125PW3020_Styrene ConvlModified Suppt Frame_E12001.r3d] Page 4 V c ' AJ Company : JACOBS r " f"' Designer KG Mar 30.2017 �!" Company JACOBS PMMar 30,2017 Job Number 25PW3020 Ch eked By:____ k�� a�"'�., Designer KG 4:32 PM n c-.JP!o iao,c.'s Model Name :Ail x_Moddiied Supporty oo�o'k L Job Number : 25PW3020 Checked By:_ 9 Y Frame_E12001- r F c x x o i o e,E s Model Name ggllyx_Modifled Support Frame_E12001 Envelope Joint Reactions Envelope Joint Displacements(Continued) lint LC Y lint LC ZI C X Rotation. l C Y Rotation t C 2 Rotation.,LC Joint Xfkl LC Yfkl LC Zlkl IC MX Ik-ftl LC MY fk-ft] LC MZ fk-0,1 LC _.q2 - Joint -mlfl "X'D2"-`'9 '0 10 " -.0505`" "12"=1:026=4•:12 =7,59e-6 :14 -4`78e-5 ':9< 1 N1 max .06 11 .54 14 .29 10 0 8 0 8 0 8 43 N22 max .03 14 -.06 12 .07 15 5.22e-3 8 2,05e-5 9 4.77e-4 11 2 min -.06 14 0 11 07 17 0 8 0 8 0 8 44 min '=:03 9 -;15 15 -,03 12 %7756-3•.17.:-20 _ 3 N3 max 06 9 ,54 9 -.07 12 0 8 0 8 0 8 5 ' .776 11 46. N23 :min 04. 9 -.23 .8 - ''-05 10 617e-4 ':15: 0e L19 -6 +06 _ 176.37e-4 11 5 N2 max .06 11 .54 14 -.07 12 0 8 0 8 0 8 47 N24 max 6 e 6 37 -4 'I .0 14 -.06 17 .03 17 -5,22e-3 12 2.056-5 14 4.776-4 11 .06 9 '48 min :03 ' 9 -.15 10 -07'. '10 '-5,22e-3 8 :2 056-5 ,9 =4,77e-4' 16 7 N4 max .54 9 ,29 10 0 8 0 8 0 8 8 min -.06 16 0 16 07 '17 0 8 0 8" 0 8' 9 Totals: max 23 11 1 42 8 .23 10 Envelope Member Section Forces 10 Member Soo Axialtkl I C y Sheadkk I¢ z Sheadkl I C TomietLt C y-v Mome LC z-zMomentfk ftl I C 1 M1 1 max 54 9 .06 14 -07 12 0 8 0 8 0 8 Envelope Joint Displacements 2" min '0 16 ` 06 9 29 •15 0 ::8 0 8 p g 3 2 max 54 9 06 14 .07 12 0 8 04 12 .03 9 Joint X fin) LC Y fi] LC Z 6N LC X Rotation LC Y Rotation LC Z Rotation ,LC 4 min 01 ' 16 -:06 9 .29': 15 0 `'8 -,15' 15 "-:03 14 1 N1 max 0 14 0 11 0 17 1.69e-3 17 1.25e-4 14 1.13e-3 9 5 3 max .54 9 .06 14 -.07 12 0 8 -.07 12 .06 9 2 min 0.:.`...11 • '0 ' 14 ' 0. ... 10 -3:516 3 10 =1:256-4 9 -1114e-3'14' 6 rain' -.01 16 -,06 "9 9'°15 '•0. 8 ,-:29'` 15 -:06 14 3 N2 max 0 14 0 11 0 15 3.51e-3 15 1.25e-4 9 1.13e-3 9 7 4 max .53 9 .06 14 11M108 12 0 8 -.11 12 09 9 4 min 0 11 14 '0 '12 -1.69e'-3 •12 -i:25e4 14 1.14e-3' 14' 5 N3 max 0 16 0 16 0 15 3.51e-3 15 125e-4 9 1.14e-3 9 9 5 max .53 9 .06 14 -.08 12 0 8 -.15 12 ,11 9 6 ••min' '0 9 0 "'' 9 "0• 12'=1;696-3 '12 -1:2564 '14. 1,136-3:-14 10 min=.02 • 16 -,06 ,9'' =29 15 •0 '8 -[58 15 "111 14: 7 N4 max .0 16 0 16 0 17 1,69e-3 17 1 25e-4 14 1,14e-3 9 11 M2 1 max .54 14 .06 14 -.07 12 0 8 0 8 0 8 min 0 9 .0 9 s 110:,1,25e-4- .9 N5 max .02 14 0 11 .05 15 3.92e-3 15 1 25e-4 14 2 51e-4 9 13 2 max .54 14 .06 14 -.07 12,_ 0 ,8 -.04 12 .03 9 10 min -.02 9 0 14`' `:05' '10.-fi:05e 5 12"'=1'25e' '9 2.47e=4''16 11 N6 max .02 14 0 11 .05 15 6.05e-5 17 1.25e-4 9 2.51e-4 9 15 3 max .54 14 .06 14 -.07 12, 0 8 -.07 12 .06 9 12 min -02' '9 0 14 ," -.05' 10 3 926.3 10.'-1 25e-4 .:14 =2.47e-4. 16 16 nth .01 11 -.06 9. -.29 15 0 8 '.',29„` 15 -06 _'14 13 N7 max .02 14 0 16 .05 15 6.05e-5 17 1.25e-4 9 2.47e-4 11 17 4 max .53 14 .06 14 -.08 12 0 8 -.11 12, .09 9 14 min -.02 ."9. ``.0. 9 :' --05'' 10'-3:926-3" 10 1 254-4 i14'-2+51e-4 '.14 18. min '-.01 11 06 9 29 15 0 8 44 :15 =:09 14' 15 N8 max .02 14 0 16 .05 ,15 3.92e-3 15 1.25e-4 14 2.47e-4 11 19 5 max .53 14 .06 14 -.08 12 0 8, -.15 12 .11 9 16' : min -07 9 ''9 ' ':9 . '_.05 ' 10'-6 05P 5"112: 1'-25e=4`%t9 -2'51 e=4 14 20 • ,min•-:02'. ..'11. - -06 '9' 29"x 15 ''0 - 8 _58:-1.5 11 14 17 N9 max .03 14 -.06 17 .05 15 -2.67e-3 12 1 34e-4 9 4.43e-4 11 21 M3 1 max .54 14 .06 14 .29 10 0 8 0 8 0 8 18 mini .,:.03`.. 9 -.15 10 -.05 10 '=522e-3 ' - 8=1�34e-4. ,14 -4.47e-4' .16 19 N70 max .03 14 _ 22 mili D 11 X06 9 .07' 17 0 8 , .;0 8 0 8' : 12 16 .05 15 6.99e-4 10 1.03e-5_12 5.83e-4 11 23 2 max ,54 14 .06 14 .29 10 0 8 .15 10 .03 9 20 min -.03 ' '9 -23' '''8 -.05 10 -6.99e4 15` -1 03e-5 17•'`5 8764 16 24 inin -:OT 11 06 9 07 r 17 '0^ =8 :04 17 03 14: 21 N11 max 03 14 -.06 12 .05 15 5.22e-3 8 1.34e-4 14 4.43e-4 11 25 3 max .54 14 .06 14 29 10 0 8 .29 10 .06 9 '22 min ::03 '9 115 15 -.05 10 ''2:67e3 17"=134e-4 '9 4.47e-4 `16 26 min -:01> 11. :06 9 ,D7' :17. 0''"-8 07 '17 -:06 14 23 N12 max .03 14, -06 17 .05 15 -2.67e-3 12 1.34e-4 9 4.47e-4 11 27 4 max .53 14 06 14 29 10 0 8 44 10 .09 9 24 min •-.03 9 -.15' 10 -05 10--5.22e-3 8 -1.34e-4 14 -4,43e-4''16' 28 min -:01' 11 -.06 9 .08 17"'0. 8 '.11 17 -.09 "14" 25 N13max 03 14 -.12 11 05 15 6.99e-4 10 1 03e-5 17 5.87e-4 11 29 5 max .53 14 .06 14 .29 10 0 8 .58 10 11 9 26 '` min -:03 9 -.23` 8 :05`.`''10==6.996 4 15 1036:5•12-.5'83e.4 16 27 31 N14 max .03 14 -.06 12 .05 15�.22e-9 8 1 346-4 14 4.476-4 11 � 31 M4 1 max 54 9 06 14 .29 10 0 S 0 8 0 8 min -.03 9 -.15 15 -:05' 10 2.67e-3' 17:-1.34e-4 9' -4.43e-4'X16 32 min 0 29 N 16 4 15 03 28 15 mals 02 14 0 12 05 15 1 02e-4 17 7.59e-6 14 4 78e-5 14 33 2 max .54 9 .06 14 .29 10 0 8 .15 10 .03 9 30 min, -.02 9` 0 15 -.05 10 -396e-3 .10:-7;594;6::-9 .4.786-5 -'=9 34 'min -01 16 -:06 '9 .07 17' 0 '8 04 17 -.03 14. 31 N16 max 02 14 0 17 05 15 3.96e-3 15 7.59e-6 9 4 78e-5 14 35 3 Max 54 9 06 14 79 10 0 8 .29 10 .06 9 32 min 02 9 0 10' -.05' 10 =1t02e-4'"12'-7.59e-6 '14 -4.78e-5"'g 36 ' min '-.01 ` 16 -.06 9 07 17. 0' ' '8 .07: 17 -:06 .14r'•: 33 N17 max .03 14 -.06 12 .05 15 5.22e-3 8 2.05e-5 9 4,77e-4 11 37 4 max 53 9 06 14 .29 10 0 8 .44 10 09 9 34 min -,03 9 -,15 15 -:05 10. 2.75e-3'17 -2:05e-5 "14' 4,77e-4,':16 38' min -01.. 16 -,06' 9 08 17 0' .'8 .11'' 17 -.09 '14'' 35 N18 max .03 14 -12 17 .05 15 6.17e-4 10 0 14 6.37e-4 11 39 5 max ,53 9 .06 14 .29 10 0 8 .58 10 .11 9 36 min - -.03 9 -23 8 05 10 417e4-15 0 , 9 6,37e-4'c16 "40 min -.02. 16 -06 9. ,:08 ' 17 0 ' 8 ,15 17 "-'11 14 ' 37 N19 max .03 14 -.06 17 .05 15 -2.75e-3 12 2.05e-5 14 4.77e-4 11 41 M5 1 max .31 14 .35 15 04 9 0 11 .05 14 .59 15 38 min -03 9 -.15 10 -.05 ''10 -5i22e-3 '"8 -2.05e-5'=9`-4:77e-4` 16 42' .mill .06 ' 11 ' .16 '>'12 "-:04° 14 "0 16 05 9 . 14` 17" 39 N20 max .02 14 0 12 .05 17 1.02e-4 17 7.59e-6 14 4 786-5 14 43 2 max .4 14 .19 15 .04 9 0 11 .05 9 -.02 17 40 - min =.02 ' 9- 0 .- 15 -.07 ' 10 '-3'96e-3 10"-7:59e-6 '9 -4/8e-5'"-9.. "44- - min, ":06 11' 07 12 -01 "14 '0: X16 -:o9 - 28 10 � .4 41 N21 max 02 14 0 17 .07 15 3.96e-3 15 7.59e-6 9 4.78e-5 14 45 3 m 14 .03 15 .01 14 0 16 .02 RISA-3D Version 14.0.1 [G:\.,.\,..\...\...\25PW3020_Styrene Conv\Modified Suppt Frame_E12001.r3d] Page 5 RISA-3D Version 14.0.1 [G:\...\...1...1...125PW3020_Styrene Conv\Modified Suppt Frame_E12001.r3d] Page 6 C> -....14 �` Company JACOBS Mar�; [n`r^y Company JACOBS �1 Ir (,� Designer KG 4:32 PM i r • P Designer : KG M32 30,2017 Ly , d Job Number : 25PW3020 Checked By: 1 ,e,E"`" Job Number : 25PW3020 C32 PM E r c o w e s Model Name : Agilyx_Modiied Support Frame_E12001 T Wi-} '+-e' y Checked By:_ r r c x x s.x s.e s Model Name ggilyx_Modified Support Frame_E12001 Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member OG Axiallkl LC v Sheartk LC Sheartk LC Torauefk.I C -v Mome LC z-z Momentlk-ftl LC Member Se_ Axial(k) LC v Sheartkl LC z Shear(kl LC Torquetk LC v-v Mame..l C z-z Momenllk-ftl LC 46 mi -03 .11. .... •-.03'-''10 '-01.''9 0• ;11 "=:02. 14 =.35 '8 103 2 max 6 47 4 max .4 14 -.07 17 .01 14 0 16 05 9 -.02 12 .104 min 'A3 9 01 9 09 14 01 15 9 0 9 =iO3 16 '-.01' :16 -.09 '9 =:01 15 -.0.0 3 14 '48 - min .06 11 -.19 10 -44 '9 '0 '11' .05 ' 14 -.2 ' '15 105 3 max 03 9 .01 9 .09 14 .01 16 .01 10 0 17 49 5 mau .31 14 -.16 17 .04 14 0 16 .05 14 .59 10 106 min 0 17 -.01 '14 -`.09 '9 -.01 15 -.01 17 <:01- 14+-- 50 min .06 ' 11 -.35' 10 .-04 '9 0 ' 11 05 9 .14 17 107 4 max •03 14 .01 11 .09 14 .01 15 .03 14 0 11 51 M6 1 max .31 9 .35 15 .04 9 011 ,05 14 .59 15 108 m�' -:03' 11 -.01 ' 14" -,09 9 -.01'''12 -,03 ' 9 0 14 52 min -.06 16 16 12 ''-.04 14 -.0 ' 16" -.05 '9 14 12 109 5 mare .03 14 .01 11 .09 14 .01 15 06 14 0 9 53 2 max 4 9 .19 15 .01 9 0 11 .05 9 -.02 17 110 min -:03: 11_L_,._02 14 r 55 max .4 9 03 15 01 14 0 1. 112 M12 1 roan 0 8 .03 14 .02 10 0 8 .01 17 .01 9 3 .02 9 -18 11 112 min b 8 '-;03 11 --:02• 17 ' 0 8 -01 12 01' 9 `56 min -03. 16' ' 03 10 57 4 max -l01 9 0 11 -.02 ` 14 -.35` 8 113 2 max 0 8 .03 14 ..02 10 0 8 0 15 0 14 .4 9 -.07 17 .04 14 0 1: 05 9 -02 12 114 • "nib;"0 8 =03 "11 '`=;02: 17 .0 8 0 12 0- 9 58 min .06 16 -19 10 -.01 '9 0 11 -:05' 14 -2 '15 115 3 max 0 8 .03 14 .02 10 0 8 0 15 0 14 59 5 max 31 9 -16 17 .04 14 0 1 05 14 59 10 116 ' min 0 8 -.03 11 •-.07''17 0 8" 0 12 0 9- '60 min `.06 16 -35 10 -.04" •9 0 11 -.05 '`9 .14 17'> 117 4 max 0 8 .03 14 _ .02 10 0 8 0 15 0 14 61 M7 1 max 01 9 .19 9 08 14 0 1: .05 9 9 118 min 0 8 -03 11 '-02- 17, 0 8 0 92 `;0 " 9 '62 min' -01 16 -.19. 16 -.08 9 0 11 -.05 :14 -.12 ' "14 119 5 max 0 8 .03 14 63 2 max 01 9 .19 9 98 14 0 1. 03 9 02 10 0 8 0 10 11 .06 11 '170 . miry 0 $ .. _-03 - 11 '=02 -17 D 8: 0 '-122 0'' -9- 64 64 min -.01 16 .19 • 16 -.08' 9 0' 11 ' •-.03 14 =.06 -`14 121 M13 1 max 0 8 .05 14 .05 10 0 8 .02 15 .02 14 65 3 max .01 14 .19 9 .08 14 0 1. 0 10 0 17 122 66 m' •-,01 16 -:19 14. -08 9 0 11 0 17 0 14"'' 123 2 max0 8 05 14 .05 10 0 8 .02. 15 17 .0202 14 • .06 16 11 67 4 max .01 14 .19 11 .08 14 0 1. .03 14 58 min -.01 11 •-.19 14 '-.08 9 0- 11 -.03 -9 -:06 '9.- 125 3 max 0 8 ,05 14 .05 10 0 8 .01 15 01 14 69 5 man 01 14 .19 11 ,08 14 0 1. 05 14 .12 14 126 0 8 05 14 05 01. 115 01 11, r�iy(� 2 70' '-01 11 _19 14 -.08 9 0' 11 -05 @ -12" 9-"" 127 4 mE]( 0 14 71 M8 1 max .01 9 .19 9 .08 9 0 11 .05 14 .12 9 •128 .• min 0 8 -.05 '9 05'10 0 -H5 0-9'' ' 05'''17" -0. -H5'. .0 '".120 12 0 11 '77. m -01 '16 -19 16 -'013 •14 0 • '1. ,0.5 9 -12 '14' 129 5 max 0 8 .05 14 .05 10 0 8 0 10 09 73 2 max •01 9 .19 9 .08 9 0 11 .03 14 .06 11 74 mm -:01 16 -19- 16 -08'`14 0 1. -03' +i9 -06 "14 131 M14 1 max 0 .05 16 05 10 0 8 02 17 .02 14 75 3 max .01 9 .19 9 .08 9 0 11 0 12 0 12 -132 min ' 0 -.05 11 *':05 `17' 0 8' '•- 76 min -01' 16 - ' -19 14 '-.08 14 0 1. 0- ` 15 "0 14 133 2 man 0 05 16 05 10 0 8 .02 17 .02 - 14 77 4 max 01 14 19 11 .08 9 0 11 .03 9 .06 16 134 min. ` 0 -.05 11 .05` 17 0 " 8 0 • 12 :02 9' ` ''78 min 41 11 ` '-16 14 -.08 14 0 . 1.• -.03'' 14 =06 '9 :• 135 3 max 0 05 16 05 10 0 8 01 15 .01 14 79 5 max _.01 14 .19 11 .08 9 0 11 .05 9 .12 14 '136 min 0 _.05 11. -.05: 17 -0 8 -,01'_12 -;01 --.9' 80 ' min -.01 11 -.19 ' 14':`-08 14 '`0 1: -.05 14 -:12 -9 137 4 man0 .05 16 .05 10 0 8 0 15 Q 14 81 M9 1 max .03 9 .02 9 .09 9 .01 11 .06 14 0 14 138 min ' 0 82 • 'n =:03 16 -01 16 -.09 14 -.01 1 -06' 9 0 11'' 139 5 max 0 ,05 16 .05 10 0 8 0 10 0 11 83 2 max .03 9 .01 9 09 9 .01 11 .03 14 0 16 '140 • min 0._ -.05 11' .05''17 0 ' 6 '0 17 "0 16 84 'n,'-03. 16 01 16` :`-09 14 -0i .''1 -.03 9• ".0`. 9 141 M15 1 max 0 .05 14 .05 12. 0 8 02 17 .02 16 85 3 man .03 14 .01 9 .09 9 .01 10 .01 12 0 12 142 min : 0- -.05 9 45. 15 0 8 ""'-.02 10 -02 9 86 • min "0 ' -.01 14 -.09 14 -01- 1. -:01' 15 -.01` 14>'' 143 2 max 0 .05 14 .05 12 0 8 .02 17 .02 16 87 4 max .03 14 01 11 09 9 01 1 .03 9 0 11 144 min' 0 '88 -,03 `11 -:01 14 ` -.09 14 -.01' 11 -iO3' 14 0 14':• 145 3 man 0 .05 14 .05 12 0 8 .01 17 .01 16 89 5 max 03 14 .01 11- .09 9 01 1 .O6 9 0 9 146 min'.' 0 -.05'. 9 .05'"15 0 '8` `-'01' 90 ' mio -.03 11 -.02 14 -.09 14 --,01 11 -.06 94 0 18' 147 4 max 0 .05 14 ,05 12 0 8 0 17 0 16 91 M10 1 max 03 9 0 9 03 12 .01 1. 0 17 0 16 148 min 0 8 ''-05 9' -0515' '0 8 0 10 0 '9': 92 min. -.03 ' 16 ' 0 " 16 -.03' 17 -.01 1 0 1 '`0 11' 149 5 man 0 8 .05 14 .05 12 0 8 0 12 0 9 max l I I III 150 min 0 8 05 9 05 ',15 0' 8 0 15 0 14 '94 mi -03'` '16. 0 16 -03 17 -.01 15 0 17 =01 9 151 M16 1 max 0 8 03 16 .03 12 0 8 ,01 17 .01 16 95 3 max 03 9 0 9 02 1 01 10_ .01 12 0 17 152 - min '0 '8 -.03 '9 `-.03 '17` '0 '8 -:01 12 01'' 11:=• • 96 min 0 10 0 14 -02 17 0' '8 =.01 17 =501 9 153 2 man 0 8 .03 16 .03 12 0 8 0 15 0 16 97 4 Max .03 14 0 11 .03 17 .01 15 0 1 0 11 154 min 0 8 -.03 9" -.03 17 0 8 0. 10 . 0 11', •98 mi !-.D3 • 11 0 14 .-03":1 -,01 "10 '0 17 -,01 14 155 3 man 0 8 .03 16 .03 12 0 8 0 15 0 14 99 5 max .03 14 0 11 .03 17 .01 15 0 17 0 11 100 ' mi -.03 11 0 14 -.03 - 12 -:01 10 0 %'1 0 16`: 157 4 max 0 8 .03 16 03 12 0 8 0 15 0 14 101 M11 1 max .03 9 .02 9 .09 14 .01 12 .06 9 0 14 158 min 0''' ' 8' '-03 -9 03<.'17 ' 0 '8 0 '10 0 102 --03' 16' -.01 16' --:09 . 9 '-.01 15 .-.06 • 14 0 _ii 159 5 max 0 8 03 16 .03 12 0 8 0 12 0 14 RISA-3D Version 14.0.1 [G:\...\...\...1...125PW3020_Styrene Conv\Modified Suppt Frame_E12001.r3d] Page 7 RISA-3D Version 14.0.1 [G:1...1...\..,\...\25PW3020_Styrene Conv\Modified Suppt Frame_E12001.r3d] Page 8 0 Company : JACOBS Mar30,2017 F �r 4 Vt�vq Designer : KG 4:32 PM C:1y✓"' Job Number : 25PW3020 Checked By: r e c a e o 1 o e r e$ Model Name : Agllyx Modified Support Frame_E12001 Envelope Member Section Forces(Continued) Member Ser, AxialfklLC v Shearfk I C SheadkL LC Torauefk v-v Mome LC z- Momentlk-ftl LC 11601 I Imir1 0 1. ,8 1 -03 1 9 1<•03 '1171 0 I o '"1z 171 0 ,: ,1 11 I Envelope AMSC 13th(360-05):&RFD Steel Code Checks Member Shane Code Check I Daft] LC Shear Loc(fIDirl Cobi*Pnc nhi'Pnt yhi'Mnhp>i'Mn ft Ean 1 M1 HSS2x2x3 221 29 023 0 z 15 45.85 4927 2.75 2.75 1..Hi-lb '2 M2 HSS2x2x3 221 2, _ 14 :023 94 15,45:85 49:27''''2.75 `2.75',1..H1-1b: 3 M3 HSS2x2x3 .221 2 14 .023 0=10 45.85 49 27 2.75 2 75 1..H1-lb 4 M4 Hsszxzx3 .221 -21 9 :023 0 z.10'45'.85: 49:27 `2.75..` 275.1..H14b 5 M5 HSS2x2x3 227 9.73 10 029 9 Z3.v 9 10,62 49 27 2 75 2 75 2..H1-lb `6 MO 6SS2x2x3 .227 - 9,73 10 .029 913 y 14':10,52'49.27 2.75` 2'75 2::H1-41) 7 M7 HSS2x2x3 .063 0 9 .018 0 v 9 47.72 49.27 2 75 2 75 2..H1-1b 8 M8 HSS2x2x3 .063 0 9 018' 0 y.9 47,72.49.27''2 751 2 75 2::H1-1b 9 M9 HSS2x2x3 023 1 33 9 .011 67 z 11 47.72 4927 2/5 2.75 1..H1-1b • ,10 M10 :HSS2x2x3 005 67 9 '.006 0" z 15 47.72 49 27 :2.75 '2:75,1::H1-1b 11 M11 HSS2x2x3 .023 1 33 9 .011 .67 z 11 47.72 49.27 2.75 2.75 1..H1-lb RISA-3D Version 14.0.1 [G:\...1...\...\...125PW3020_Styrene Conv\Modified Suppt Frame_E12001.r3d] Page 9 `' C->3 I ILi.T1 www.hllti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 1 Specifier: KG Project: Agilyx-Product Chiller Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 4/3/2017 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200+HAS-R 316 3/84,43 Effective embedment depth: hef,acf=4.500 in.(hef,limit---in.) `MU HIT-HY 200 Material: ASTM F 593 Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/2016 13/1/2018 Proof: Design method ACI 318-11/Chem Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. Anchor plate: Ix x ly x t=3.000 in.x 5.500 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: Square HSS(AISC);(L x W x T)=2.000 in.x 2.000 in.x 0.188 in. Base material: cracked concrete,3000,f5=3000 psi;h=6.000 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(D.3.3.4.3(d)) Shear load:yes(D.3.3.5.3(a)) Geometry[in.]&Loading[Ib,in.Ib] z a 18* 4 l s 4,11 • S J X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 111■■i11..T1 www.hilti.us Profis Anchor 2.7.2 Company: Jacobs Engineering Page: 2 Specifier: KG Project: Agilyx-Product Chiller Address: Sub-Project I Pos.No.: 25PW3020 Phone I Fax: I Date: 4/3/2017 E-Mail: 2 Proof I Utilization (Governing Cases) Design values[Ib] Utilization Loading Proof Load Capacity RN i Dv[%] Status Tension Bond Strength 218 2834 8/- OK Shear Steel Strength 32 1957 -/2 OK Loading RN Rv C Utilization 13N,v[%] Status Combined tension and shear loads 0.077 0.017 5/3 2 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hit is a registered Trademark of Hilti AG,Schaan Subject .../ Y/t,"'4C Project rPVJ 7°2 0 JACOBS , 1/C'7 .G.c Sheet No a-/ z of Authored by 4 Date // Checked by _Date 17/2-%3 c *1 c.cal - . 1 _.0-0/Z119.4 0/24 >)44 <-+4-~'L& t TV Qtr. IQ PPJ A-1 � P s 0,1,-rr clic: (c) c'iel 4 C-RAS---f-E- ( . t 1.- -r cam, 1� oP �w ; o 9x70 il n z c-- ....) 12;5 ,. 0 , 2 a 1 (/(4 0-t-, Ift) 2s-9 -, -- M„ a ,1 s' $1 (2' o ' z 5/ mi x3t (2 ) 4--.) 644-o-it. a F-4 .‘,1 t4,(.1 Ai— 4_L..:---t7 [A".1. .ki. AZO moo rt-.1 0 Al 4-4/14 (1/ J2 - 2. ) r _l 1„ a 0-1 e ) 9 Go (0. l, 2_tx1 r ,-r`rN4 C'.,{-eb , cam. pori (.lfc. ` (2) % A Z rf 1,,i-t1/I_‘ e ?o ,^ c. �!J = % "s A