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Report SPECIAL INSPECTION REQUIRED State of Oregon Structural Specialty Code ❑ Concrete and Reinforcing Steel ❑ Bolts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Reinforcing Steel&Prestressing Steel Tendons Str--tural Welding ❑ High-Strenght Bolting ❑ Structural Masonry ❑ Reinforced Gypsum Concrete ❑ Insulating Concrete Fill ❑ Spray Applied Fire-Resistive Materials ❑ Pilings,Drilled Piers and Caissons ❑ Shotcrete ❑ Special Grading,Excavation and Filling ❑ Smoke-Control Systems ❑ Other Inspections CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: [L -I' OTC: [ ] Permit#: ' 0222-4— Address: :7104- , *.321� c� Suite #: By: Date: 7(.3611. --_XI= OFFICE COPY RECEIVED JUL 2 7 2015 STRUCTURAL NOTES-PRE-MELT FEED SYSTEM,AGILYX,TIGARD, OR CITY OF TIGARD 1. THE GOVERNING CODE IS THE 2014 OREGON STRUCTURAL SPECIAL�TYjCuDEA*614Lr1 ) GENERAL 1. THE NEW PLATFORM HAS BEEN DESIGNED FOR THE FOLLOWING • A. DEAD LOADS: +1 • 1'1?1i WEIGHT OF BUILDING MATERIALS •3,43 Pli0fc EQUIPMENT: 13.5 KIPS(EMPTY) ;_ � L; 1N��`� \ 14.5 KIPS (OPERATING) B. LIVE LOADS: 60 PSF (ACCESS PLATFORM) r 4 C. EARTHQUAKE DESIGN DATA: /f'� LATITUDE/LONGITUDE=45.429N, 122.764W \. ,C,,,.,;ON SPECTRAL RESPONSE ACCELERATION PARAMETERS • MAPPED DESIGN •k 14, . Ss 0.974 Sps 0.721 „'-Y) (. S, 1_ 0.423 SDI 0.444 _ SITE CLASS= D SEISMIC DESIGN CATEGORY= D BASIC SEISMIC FORCE-RESISTING SYSTEM, STEEL OMRF (N-S); STEEL OCBF(E-W) DESIGN BASE SHEAR, V= 14.0 KIPS (N-S); 12.7 KIPS(E-W) SEISMIC RESPONSE COEFFICIENT, CS=0.721 (N-S); 0.481 (E-W) RESPONSE MODIFICATION FACTOR, R = 1.0 (N-S); 1.5(E-W) ANALYSIS PROCEDURE: EQUIVILENT LATERAL FORCE METHOD 2. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL BE THOSE CONFORMING TO THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. THESE STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE AISC SPECIFICATIONS. 3. DIMENSIONS SHOWN ON THE SKETCHES ARE BASED ON EXISTING DRAWINGS AND FIELD OBSERVATIONS. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS, AS WELL AS EXISTING (E) MEMBERS, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 4. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE REQUIRED ON STRUCTURAL STEEL, AND SHALL BE REVIEWED PRIOR TO FABRICATION. 5. FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS ON SITE, SUBJECT TO REVIEW BY THE ENGINEER. 6. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED, OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE REGARDING THE REMOVAL AND/OR TEMPORARY SUPPORT OF ALL DUCTWORK, PIPING, CABLE TRAYS, ETC., AS REQUIRED TO FACILITATE THE NEW EQUIPMENT INSTALLATION. REPLACEMENT OF THE ITEMS NOTED ABOVE AFTER THE WORK'S COMPLETION SHALL ALSO BE COORDINATED WITH OWNER'S REPRESENTATIVE. 8. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17 OF THE OSSC, AND TABLE 1, SHOWN BELOW. CONCRETE REINFORCING STEEL 1. REINFORCING STEEL FOR CONCRETE: ASTM A615, GRADE 60. 2. REINFORCEMENT THAT IS TO BE WELDED: ASTM A706, GRADE 60. 3. DETAIL, FABRICATE, AND PLACE REINFORCING STEEL IN ACCORDANCE WITH ACI DETAILING MANUAL 315. 4. ACCURATELY AND SECURELY PLACE REINFORCING STEEL. A. DO NOT BEND OR DISPLACE REINFORCING FOR THE CONVENIENCE OF OTHER TRADES, UNLESS APPROVED BY THE ENGINEER OF RECORD. B SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY, UNLESS NOTED OTHERWISE. C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL, UNLESS NOTED OTHERWISE. EXPOSURE ^ - SIZE/LOCATION COVER CONC. CAST AGAINST ALL 3" EARTH CONC. EXPOSED TO #6 OR LARGER 2" EARTH OR WEATHER #5 OR SMALLER 1-1/2" CONC. NOT EXPOSED TO SLAB, WALL, JOIST 3/4" EARTH OR WEATHER BEAMS & COLUMNS 1-1/2" D. REINFORCING LAP SPLICES: ACI 318, CLASS B, UNLESS NOTED OTHERWISE. E REINFORCEMENT BARS: DO NOT TACK WELD, WELD, HEAT, OR CUT, UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE ENGINEER OF RECORD CAST-IN-PLACE CONCRETE 1 CONCRETE MATERIALS A. CEMENT: ASTM C150 TYPE I/II B FINE AND COARSE AGGREGATES: ASTM C33 C. WATER: POTABLE D POZZOLANS: ASTM C618 E. ADMIXTURES i. AIR ENTRAINMENT: ASTM C260 ii. CHEMICAL: ASTM C494, C1017 2. CONCRETE MIX A. MIX AND DELIVER IN ACCORDANCE WITH ASTM C94 B. PROVIDE CONCRETE TO THE FOLLOWING CRITERIA: T LOCATION COMPRESSIVE MAX W/C MAX. REMARKS STRENGTH fc RATIO AGGREGATE SOG 4000 0.4 1 1/2" FOOTINGS 3000 NR 1" • 3. SAMPLES FOR STRENGTH TESTS SHALL BE TAKEN IN ACCORDANCE WITH ACI 318 5.6. TAKE AN ADDITIONAL SAMPLE AND CURE UNDER FIELD CONDITIONS BEFORE TESTING DURING COLD WEATHER CONCRETING. 4. CONCRETE CYLINDER SAMPLING AND TESTING: CONFORM TO ASTM SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE PROVISIONS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SUBMIT MIX DESIGNS, WITH COMPLETE STATISTICAL BACKUP, FOR REVIEW. 5. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING,AND CURING CONFORM TO SPECIFICATIONS CONTAINED IN THE ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 2 6 CONCRETE FINISHING A. SLAB-ON-GRADE: TROWELED FINISH FOR INTERIOR SLABS. MATCH EXISTING AS A MINIMUM B LIGHT BROOM FINISH FOR SURFACES EXPOSED TO THE ELEMENTS. 7. WHERE REQUIRED, BOND NEW CONCRETE TO EXISTING CONCRETE WITH "WELD-CRETE", AS MANUFACTURED BY LARSON PRODUCTS CORPORATION, OR APPROVED. AS A MINIMUM, ROUGHEN EXISTING CONCRETE SURFACES BY CHIPPING TO A MINIMUM 1/4" AMPLITUDE TO EXPOSE COARSE AGGREGATE. PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8 JOINTS IN FLOOR SLABS: FILLED WITH A TWO COMPONENT SEMI-RIGID JOINT FILLER MATERIAL THE FILLER SHALL HAVE 100% SOLIDS, A MINIMUM SHORE-A HARDNESS OF 80, IN ACCORDANCE WITH ASTM D2240 AND AN ELONGATION BELOW 25%WHEN MEASURED IN ACCORDANCE WWITH ASTM D638. FILL FULL DEPTH OF JOINT. NO BACKER ROD IS ALLOWED. APPLY FILLER A MINIMUM OF THREE MONTHS AFTER SLAB HAS BEEN PLACED AND JOINTS COMPLETELY CLEANED. 9. REINFORCING STEEL TO BE INSTALLED INTO EXISTING CONCRETE SHALL BE ACCOMPLISHED WITH AN ICC-ES APPROVED SYSTEM SUCH AS HILTI HIT-HY 200, OR APPROVED EQUAL. DRILL HOLES BY ROTARY-PERCUSSIVE METHODS ONLY. DO NOT CUT OR DAMAGE EXISTING REINFORCING STEEL DURING DRILLING AND INSTALLATION OF NEW REINFORCING DOWELS. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE APPLICABLE ICC-ES REPORT. POST-INSTALLED CONCRETE ANCHORS: 1. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC-ESR REPORT. 2. ADHESIVE ANCHORS: ICC-ES APPROVED, CONSISTING OF ALL-THREAD ANCHOR ROD, NUT WASHER, AND ADHESIVE SYSTEM. ANCHOR RODS SHALL BE ISO 898 CLASS 5.8 STEEL, UNLESS NOTED OTHERWISE. ACCEPTABLE ADHESIVE SYSTEM IS THE HILTI HIT-HY 200 ADHESIVE SYSTEM (ESR-3287)AS MANUFACTURED BY THE HILTI FASTENING SYSTEMS, INC., OR APPROVED EQUAL. A. INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL OR UPWARDLY INCLINED OVERHEAD ORIENTATIONS (AS REQUIRED BY THE CONTRACT DOCUMENTS) SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI)AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACE 318 SECTION D9.2.2, PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. B EFFECTIVE ANCHOR EMBEDMENT SHALL BE AS NOTED ON THE DRAWINGS. STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. STRUCTURAL STEEL: A. WIDE FLANGE SHAPES &TEES. ASTM A992 B. CHANNELS, ANGLES& PLATES: ASTM A36 UNLESS NOTD OTHERWISE C HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B, Fy=46 KSI 2. HIGH STRENGTH BOLTS, MATERIAL AND INSTALLATION: CONFORM TO AISC 348-04, "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS". GALVANIZED BOLT ASSEMBLIES SHALL BE USED IN ALL BOLTED CONNECTIONS. A. SNUG-TIGHT JOINTS: ASTM A325 TYPE N, INSTALLED TO A SNUG-TIGHTENED CONDITION IN STANDARD HOLES, UNLESS NOTED OTHERWISE INSTALL WITH HARDENED WASHERS CONFORMING TO ASTM F436 AND NUTS CONFORMING TO ASTM A563. B. FULLY TENSIONED CONNECTIONS, WHER E INDICATED ON DRAWINGS, SHALL HAVE ALL BOLTS INSTALLED WITH THE MINIMUM PRETENSION SPECIFIED IN AISC 360. 3. DETAILING, FABRICATION, ERECTION, IDENTIFICATION, AND PAINTING OF STRUCTURAL STEEL: AISC 303. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES; AISC SPECIFICATION FOR THE DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS 3 A WELDERS SHALL BE CERTIFIED UNDER AWS SPECIFICATIONS. B. THE FOLLOWING TWO WELD METHODS ARE APPROVED FOR USE: SMAW AND FCAW. SMAW WELDS SHALL BE MADE WITH E70 SERIES ELECTRODES. FCAW WELDS SHALL BE MADE WITH E7OT SERIES ELECTRODES. "V"AND"BEVEL"GROOVE WELDS SHALL BE MADE WITH E7018 (SMAW) OR E70T-6 OR E71T-8 (FCAW) ELECTRODES. MINIMUM CHARPY V-NOTCH TOUGHNESS REQUIRED IS 20 FT LBS AT +40°F 5. ERECTION AIDS SUCH AS BOLTS, CLIPS, SHIMS, SEATS OR ANY OTHERS REQUIRED TO FACILITATE CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE. 6. STRUCTURAL STEEL FINISH: PROTECTIVE COATING SYSTEM FOR STRUCTURAL STEEL TO MATCH EXISTING COATINGS ON ADJACENT STRUCTURAL STEEL ELEMENTS IF IN DOUBT, CONSULT WITH OWNER'S REPRESENTATIVE OR ENGINEER OF RECORD. 7 REPAIR OF DAMAGE TO SHOP COATINGS BY FIELD WELDS, FLAME CUTTING OR HANDLING, SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION, OR AS NOTED IN THE PROJECT DOCUMENTS TABLE 1 - STATEMENT OF SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC 1. INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. - X 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH STRUCTURAL STEEL (SEE INSPECTION OF - • WELDING ITEM 5B ) 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE - X STRENGTH DESIGN IS USED. 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE (SEE NOTE 7) - X 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X 6 AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR X CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X PROPER APPLICATION TECHNIQUES.8 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. -' X 9 VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND _ X STRUCTURAL SLABS. 10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X 4 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION - VERIFICATION AND INSPECTION 1 CONTINUOUS T PERIODIC 1 MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: A IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION - X DOCUMENTS B MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - X 2. INSPECTION OF HIGH-STRENGTH BOLTING: A. SNUG-TIGHT JOINTS. _ - f' X B. PRE-TENSIONED AND SLIP-CRITICAL JOINTS USING TURN- OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR -- X DIRECT TENSION INDICATOR METHODS OF INSTALLATION. C. PRE-TENSIONED AND SLIP-CRITICAL JOINTS USING TURN- OF-NUT WITHOUT MATCHMARKING OR CALIBRATED X - WRENCH METHODS OF INSTALLATION. 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL • A FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO X CONFORM TO AISC 360. B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE - X APPROVED CONSTRUCTION DOCUMENTS. C MANUFACTURER'S CERTIFIED TEST REPORTS. - X 4. INSPECTION OF WELDING. (SEE NOTE 6) A. STRUCTURAL STEEL : 1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE X WELDS. - 2) MULTIPASS FILLET WELDS. ! X - 3) SINGLE-PASS FILLET WELDS > 5/16" I X 4) PLUG AND SLOT WELDS. X 5) SINGLE-PASS FILLET WELDS <- 5/16" .V X NOTES: 1. SPECIAL INSPECTOR: A QUALIFIED PERSON WHO DEMONSTRATES HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER. 2 DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. OBSERVES THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPLICABLE DESIGN DRAWINGS AND SPECIFICATIONS. B. FURNISHES INSPECTION REPORTS TO THE AUTHORITY HAVING JURISDICTION, ENGINEER, AND OTHER DESIGNATED PERSONS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND AUTHORITY HAVING JURISDICTION. 5 C. SUBMITS A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING CODE. 3. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR REGARDING SPECIAL INSPECTION: A. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTOR WHEN ITEMS NOTED ABOVE ARE TO BE INSPECTED. B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR ACCESS TO ITEMS REQUIRING SPECIAL INSPECTION. 4 THE TERM "CONTINUOUS,"AS STATED ABOVE, SHALL MEAN THE SPECIAL INSPECTOR IS ON THE SITE AND IN THE GENERAL AREA, AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 5. THE TERM"PERIODIC" MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS. 6. SPECIAL INSPECTION IS NOT REQUIRED WHEN WORK IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH OSSC SECTION 1704.2.5.2 AND WHEN THE REQUIREMENTS OF OSSC SECTION 1705.2 ARE MET. 7. POST-INSTALLED ANCHORS FOR CONCRETE AND MASONRY SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION SERVICES REPORT (ICC ESR). CONTINUOUS SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1705.3 OF THE OSSC TO VERIFY THAT THE ANCHOR INSTALLATION MEETS THE REQUIREMENTS OF THE APPLICABLE ICC-ESR. 6 ,Y 7. 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'i6 4 L--7% t 4 �lc-/2 JACOBS Subject —�'�fl _l2iu"��Project �2s /�w 10 1 1 SYr r�'4 //�� Sheet No of Authored by K-.`4- - _ Date /-S . Checked by Date /rr '' !l) -?/y,14 9S 11S?,2FA) , x-,Li r \ \ 7 s./ K.\.,. \� SK-13 c:::-/—�p-ii.. 1 Jts6xG I I li�)f \\\ H. frtrS >t)x L D c- .S i K_l� �-r� JACOBS Subject _ F-1-1:1175-6` Pte'�Z/° 471-2-C �2 0 L1 .- --. Project Sheet No of Authored by 14 4 Date !S Checked by Date HI'S /0 x 6 g 7- C %yf / HI 2x & + /G � �P i _-- - _ - - I 1 ./� 1 I •1 \(%) Z:Zz 1 1 TYj , K I 1 ___ / ‘` 1,,, '';' 1 3x 3 - ,, I(t 43A 3 ;Yr -,a�- I0 .cim - / Viii Subject /'675 _P4L-- /t'l,c- —I Project t 22S P 2.°19 JACOBS 1'rr, �M Sheet No of Authored by 144 Date if Checked by Date th'S cox 6 • 1. X 1 / <=--- .4` _Tx 7, 7-1-iis 1 ( 4/1/11/ //,/ i i I I lam, I I �;i / I I .4 / I V - 1 I I . I N ry- J/�COBS� Subject /'Z—r� PAZ-M-CAL-/ Protect #'ZS /'W ?C� i a< S7 'r 7 - Sheet No. of Authored by 4-4 4 __ Date 711/S Checked by Date -- 0 1.Q P A.. -(._;,-)i /fry It A 4-E' C/1fr I Sc- k/L.=".)A'on, ,6/24-141^) 671" ,n; c-, N,...) - „-i 6 4J4t-c —4---------- _ %o r f t Wow ( C S K ,A ,.j ii,4 2 X 8 x v -i o CM 2- 6 /i':f r 8X 4. 4. C4c 11 �= Q J, P' .t-e x.17 7.- nit�ic 2 - - -_ ___r– _ 27 .) I'd 1 _ _ ccE - P€ � - /4-,,,i 4LF /�?y v Lek) r�j 10x Rt4D / 2/a" 2 ■ C,vorc1 ) i jC / rP� (1�) 2 6 `/ NSS 10A 6 yssd'x.G g - G 1. M 44-GN L t.----N) 47-041 o 0 r P i G0N.J e-r_l;.J 4 A-►J 4 CZ, 2, f L=t �4v/ Pi 0 Q+4+-j/,,4s /=og "1Jni&&Z 4 ti -E-^ eF foci s, 0 x Subject /--1-E::&6 �C- &6 /i - �et'i Project # 2S- fr i ?Ol JACOBS >je YS Civi Sheet No of Authored by K61 Date `j"- Checked by Date N A a '-j 2 ,A S K- ;� I ,/ 7 ■ f r` 4 ,/ t . 1,. r�`c-'k (0' (�Jal 3) / ' / // // / � / / i % / / r.. // // / / /� / 1 ii/ / ti Z. Aloi``-r : /. cc 5—,2.1(.7\J,e_4-L iJ ei&r !02 /9-Qb) i o r.1 ' ( .J ro RA:1 447 o.J . . Or Nt c S, O•J f W /Di `) s',9-4-4.A._ ee /'7 c-i.A - ✓eY24 11 cr.:6 , ,Q.,■)y 67 S(..1-&./9°4'`i c--i r c rii-i- cec ,Pa t)6 ;- ; u i rrc 4-i i e-,.►j r o..1 0-4- %/y- &.J Cry r,J ("-"-A 12--,4 /L m 4 44,7 a--F. (.v 0 k.K 3. in-4,7e 4-66 ,7, 0,-.)+L p..)6,4 L U A, , 1 r Ln G4-+"C 6 & c i O f 1 4 - c,,)&7-1. c/to 1j „), H-4v E g452C4J o M,i i&A PR()4'1 i Pt.41J, / 2 co/4 Ty S r< -...\ PL s -r.J @ 'J(-7-1---) SL. v SGA-t C . 'Jo,JC Subject t G-b 2� A-A-t-, i P # 2 P�J o I l JACOBS of Authored oy Lt - Date �1/c Checked by Date (c) c�,�--. (A) ) �( < PR ti ry PPo A-7) — /f M i __—i / g O. tii-k; 71. av L1 11-3' (Ai) ) c 6x to ii 11 1 -t2�.:�,.r t3,) 8 e+.0,Al 6 li II Ex ,s/ r� 14 —CL- f li It CS) #4, co 7-. i 41 23 2 fl ti . ,,,_____L- ___J, -ii _ ___. ____. _ _____i_„ _:i_ __. __ _.J_ 1, ,, .,_ if u_____41 i' e "\ di o 0 . -_#s X 2 8" g /(9 N d , 1---/t_C. ( N o ; it ) e Et ,,.►7v (€) rt..*€ Li c ,j4 /1- L.i i '171-1)--l-Y 200 #Y-x 11-10" ko ied•c. cot 47 " L•=n--?F6. t tJ 1 (E) S.4.4- (,J o /L 2 ) ,Jo Ct : /- To IL— SN 4 tc er C.a etr4-c.i c i o 4 "LA,ij1 44 vA.1 a-fi ` ..41 `M et) / r? ( nom )6 r ICI S6 P/ c.7-4 R ) 41 4,),,1 A.LAJ M , y D c- c.t i Y. M 4.i C/-/ C�/ r,,..l 4 /=/ ( i+4-trc=/2-t 4-t . ?. 7-4-/_C C 4 N 8-1 i c o ,.) d CCU v 2P 1 4-t" !H- I∎10 4-7-11 # (Al ( L-ii erk-r mot' 1-r r•.► &•J 1 L/3-r? *--L1 1 1 t o,•.3 . JACOBS STRUCTURAL CALCULATIONS for RECEIVED aAD ,‘• JUL 2 7 2015 EUILDlNC t =� Tigard, OR FEED PRE-MELT SYSTEM JE Project No. 25PW3011 July 23, 2015 I hereby certify that these calculations 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 on these details and calculations. Kwe .: =F =P.E., S.E. Say.. • t _ c5 t �A PRP.GON • JACOBS ENGINEERING 5005 SW Meadows Road, Suite 100 Lake Oswego, OR 97035 JACOBS Page CALCULATION SHEET of PROJECT NO.: 25PW3011 CLIENT: Agilyx CALC. NO: 01 REV. NO.: 0 PROJECT: Feed Pre-Melt System ORIGINATOR: SKJ DATE: 07-13-15 _ TITLE: Structural Calculations CHECKED BY: KG DATE: 07-23-15 Table of Contents: Pages 1. Introduction 1 2. Calculations 2-43 Introduction: The following calculation is for the design of the Feed Pre-Melt System support structure, for the Agilyx facility, located in Tigard, OR. The system consists of two levels for mounting and securing the process equipment. Provision is made for an access platform and stair to be added on the west side in future. The support structure is to be a shop-welded fabrication consisting of two separate frames. The structure will be supported on the existing 10" thick doubly reinforced mat slab, with extension provided to pick up the three westernmost columns. The lateral load resisting system is comprised of steel ordinary moment resisting frames in the North- South direction, and steel ordinary concentrically braced frames in the East-West direction. Member design is summarized in the attached RISA 3D output . The design is in accordance with the 201'4 Oregon Structural Specialty Code (2014 OSSC). A 2 l .Y 1 ' 1 z• •x 1 1 am • , �•+ „1� . { �, 1 y;1 : .1. •n.� ••� 1• •, •Y , ,,_ '�_ '--�_ \ J ai, .e_ . .' - -'-: '' �R 9/ik.i S .� tr t . r te: ` w._ i• .., / \ -. -. �' is• I , � ` fir � );',-',1 NI 't:y , • . s . , :T-1'.�� 6,2 , \\,, \' 14:P4-1r71 •' ,r, Jacobs Engineering iSK= 1 SKJ _ _ Feed Pre Melt I July 23, 2015 at 1:58 PM 25PW3011 _ _ __ — (Agilyx_Feed Pre Melt Rev 7 23_C. • II t ' 3 i .Y Z i X i I I i I I I /\- v.lc o'. •-• .„•,,/' _\-----43.,, , \� ,,,,/ _/ \ .j�� i lamItlf.. .t i t,.i 2 -'*,. -- / /j i fir j 4; / ;` � .,:.� \ 7 '-N\ 1`` t, !>l,/63 I` /\\ ''',,,,,, d32 / .• 4',I7 ---f td 1'1 i /7 .. \ hli7 A- 29 f .>,N37 ? 7,N24 :4-435 I ■ ■ Jacobs Engineering ' SK -2 SKJ _ -I Feed Pre Melt July 23, 2015 at 2:04 PM 25PW3011 ( i _ Exterior Nodes _ Agilyx_Feed Pre Melt Rev 7 23c.-I I 4 , .Y 1 I ' I . Z X I , srl4f •MO ,,,-- ...--- ,..:, 11U • : zQ • N47,7-,..,j---------4:44-" :-----;-f'-''-' .„„)„.„.,_iff,..--:--'4s1 ' ' i,i•in\,,,,,-- t4...t . -"- .-.4":" -."---4,1,1 12......e- - ....- \ ____. ,..IT....:. .-7"------- t.l.f/ ...• . r•NI,,5„/- .., ----- / ./. .,..,..,./ / 1,„.„..---'N53 _ 1 \,2*NI9 z.c?) i 476M47 t.,,,,, - '137 '''",cv, /./. 29 r433 /la / 79 / N12 -)N1D 7 :),N37 .) N25 ”4.424 1,...4435 I Jacobs Engineering I SK - 3 SKJ Feed Pre Melt I July 23, 2015 at 2:05 PM 25PW3011 All Nodes 1 Agi -lyx Feed Pre Melt Rev 7 23 C . I . ,, , ' � � v - ' | i . � . , _ z x -`` - `` '~ `` '- ,,,`,.. � ~ , '/ '1,- 0 / �� 4r \ 17\ \ v ‘..a.: / � � �� /~ 2 / i.-4 / �� - Jacobs Engineering T - -�- - ' - -- -- --r -'--- - ----� ( SK' 4 - - _ aKJ____ Feed Pre Melt July 23. 2015 at 2:06 PM 25PVV3011 | Member Labels Agilyx_Feed Pr 23 o- 11 ` { ., � / .Y ' | / ' | • . z x ,,,,,,/ \)■. :".--- ',......i I ii,-- c,,E,'„,,".'N'..:,4-.4).i. \ '''''',„6'c.. tO , •".. ....r-,, .3): mi ",....„"o•, „.-- K ,,,c t to!.,...,'"..y.--"i'.."4..,..$1.../.'" -...'-, .; -.,-. , ,,, ., -;,,i c,s,p,i;.- :::,.... >,..,,,,..--L,,, ....,e, ......,\ '''``.. -e"... ''''' , / ''' 'ves.....„..c,"i.„_,,,.._itiV.: el � k.o.4:// \ n) / X ''.'‘,, / / 40 i cn 1 \ t( \ ..c,,,, ' -- — Jacobs Engineering ! ' SK 5 —' --| SKJ Feed Pre Melt 1July 23, 2015 at 2:07 PM ---------- 25PVV3011 Member Shapes / xoilyx_pre« Pre Melt Rev T23 C. H _ 7 .y z. •x I L3x3xn /—)h! n4'fil. t t � \ t'=': '� t / e'f fS h \SS 01'-o� e6-u-i- 1. a !f 'r 1 ''-ye- '- \� r esR'1-.1.y i. ..:,‘:;?/:)' rr; Left:/r / \u,'4e \yS i i 1 !i jz, a ;1 { 1 d� 1 5'j x CO Or U .„/ y V n 7 J V //tx0 x (O w w Lr.7 Jacobs Engineering SK - 6 SKJ Feed Pre Melt July 23,2015 at 2:13 PM 125PW3011 Member Shapes - Mixer/Extruder Level Agilyx_Feed Pre Melt Rev 7.23 C.. .Y 1 z x � yssd X516 ic0,9 a. Q, 11\ i `alb L t cn cn I3x3x4 (0 in/ �n / N (0 t0 U) • Jacobs Engineering SK - 12 SKJ Feed Pre Melt I July 23, 2015 at 2:19 PM 25PVV3011 Member Shapes- Compactor Level (AgdyxFeed Pre Melt Rev 7_23 c. II . 9 .l I z• x , -3k 1 -14.5k � i _ �< = • e .• ��__~� • 11:01 ksf /.'�; ilk � ., /, / ' . 7. m .•7 1� Loads:BLC 1,Dead Op Jacobs Engineering 'SK - 13 SKJ Feed Pre Melt I July 23, 2015 at 2:20 PM 25PW3011 Loading - Dead Load I Agdyx_Feed Pre Melt Rev 7.23 C ,) ^ to .v | ' | • . z x - / /K..-<. '\"--,,,,, /4\T„, ...? siei ,,,,,,:.)------. ''''',., ..-\'',. ___:_"'il, -06ksf \ ,.1 i',,y/ ...--:'' . .V." .. ) --.... /---- \ . • / \ \ `� 061v3 `` ~, / . '/ , zy . \,,,.., / � Loads ou:�� - --- - ----' - ------'------'--- - L_ � - -' Jacobs Engineering _____ F�x 14 SKJ --________ Feed Pre Melt July 23. 2015 at 2:20 PM �3PVV3O11 Loading ' LivoLoad �m:m—peeu pm Me Rev rxo cJ ., ` ' \I '' | 1 ' � � | z^ x | | . i / . 1.73k .„/„.---,.........‹..\:„.,...\ ......../ '\*".c..„..\:, ,, ,,,,,," ,,,....- \ '..,...-- _ , *--...., � :::''''''...----"\-- , ~ | --/-. /if / .' , ''''''■ .■"'''"fr/ jill°' , / r 4.->, ----it'''. / \ // /7 / / r -� x;;;', =^ i:7,-) oads.BLC 5,sLXop . -- -- -- - -'!JanobsEngmeenng -- --- -SK 10 - '- - - ---�----- | — ---' - SKJ Feed Pre Melt 'Jul/23. 201Ssd2-17PM | ^ 25PVV3O11 Loading' Equipmont Seismic Load E-VV �r� '*em�'ma-� � -� ----`---' - -- ----` -- - ------ ` ` - - ` ° . .. I 2, .v ' ' | " | • . Z x . 1 73 //,)*'' \1.' 8 36k ....Ns ] `,., -,..„,...\., .. ..„2•..,....x„..c \--,, k6, • • ! ,,,,,,,r / I \ ''''' '''',.., - ./"„ 1 ^ 1 ' / \ '44.."'"-- 1 --1---''' '''.- 4\ ., ... ..... ,,..„-,,,,. ,..,„ //,„ \ ..67.1 \ // � "'A� \ c.:1?J . Loaus-auz�slzop __' - _-- __ -- ' --- sEngineehnQ / SK ' 11 ' ! —_- . Feed Pre Melt | | 'July 23, 2015 at 2:17 PM I |25PVV3O11 Loading Equipment Seismic Load N-S | `ik C. Subject Frc ect C�V+f 1,CJ f -C t ` hi Sheet No 3 of Authoreo by ' ' Date ''+/'5 Checked by Date a 7, ` 5 _ .+1'15 ( uS GS moo) ( Ip i t ? % L }-6 r0‘.› f1„Jp /! A56 4-I 9"I 13-3 e 13,3—�i f,= 1,0 ( 13.1-3) 1 . l a-7 3/g,� Wr 30004" ( co,,,p061 ,x. •„g) .:Ki.Y 64r tl►i4*0" — . (s)( ,7:n) (3 .1) 1 + a(,) 1_6. (a7. 1)(/ (3k cer\4(f 0` [c 1 V, 1\ i+ ( il• +.ji(�`9� ru_< 1 �. k .) j• r pr. e;1-5.1 A#y 44- 3J,\ aLoale.. 1o`>. tt I di/ �r d�'fiCYi aI- ( t4 Dir j) (ski loo ( ! er • i 30.87;" !� Subject �QPd C1ti, Project : . Design Maps Summary Report Page I of 2 USGS Design Maps Summary Report User-Specified Input Report Title Agilyx - Pre Melt Feed Equipment Fri June 26, 2015 20:01.39 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 45.42959°N, 122.76398°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III i 2rtri " 0 )1 \_..=% 1 s000rti ,, f Jul ) fl 40 I • _ _ Firromg10n- \�I °== Milwaukie 1 Ci1 f° an � d O -. Lake Oswego 4 0:3Ln lir .h! 0 R T H'. ' i<irta City rii:,r�t:m t ';,� '3Y�.tb 0 rJ// 1 AMERICA rl i L.' l°. +-It ��4' 3 Tualatin • 0 ,. • s :: : 1. mapquest � - {r• ^ ®2.01.5 M11apQu Son1e data p7QZ �• ®MapQuest USGS-Provided Output S5 = 0.974 g SM$ = 1.081 g S°s = 0.721 g S, = 0.423 g SM1 = 0.667 g S°1 = 0.444 g For information on how the SS and S1 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. NICER Response Spectrum Design Response Spectrum o ae T 1.10 I 0.B0} 0.97 072 0,49 l- 0 C44. 0.77- 056-[ tT 0 6C -a 0,4B 1 i 0,55 : 1 0 10 1 0 44 \-_,,si 0 32 0.13 _' -.- 0 24 1 0.2211 0104 0 11} r i v_OE i 0 06 •- • ---F ---, - :----i —•----'--i---t--i _ 3.00 0 20 0-SO C CO : 80 1 00 1 20 1.10 1 00 1 20 2.00 0 07 0 20 0.40 0 CO 0 BO 1-00 120 1 40 1.20 1 20 2.00 Period, T(sec) Period, T(sec) http://ehp2-earthquake.wr.usgs.go v/designmaps/us/summary.php?template=minirnal&latit... 6/26/2015 to u2. 0. - C)7 C,,°L. 1) /iho' _ con hhcP 5') 1)1 S e f )cr o') _ ,�'�� F "1 c7 /rdi / _S e) -I .7. c),1)70.0 1, ).2\c, \ ? ( -�� o'l 7) I = bt, (A/90,/ p 4s) '�A ij 0),71,00 W e = sc�J m/8, C\.2 j 7-90'7Ca A. ! `y"'r,^''`1 j �1P' T^�V ��t�l��f �j r� yJ{ll_/ •nui `-Y 7 a180 - -q �tq pa,oay0 ;1�t'/C afea • LAS dq PaJoyfnV Jo \ ON ieeq f('' ' = 1 tit, ;, f u( • lao(ord i-' ,- oafgng - 'C'? it ■ Subject 1,- �j _ 's0 ;s'3a; 1 �Dt Project S -C I 'v i. Sheet No 17 of Authored by 6%1:73 Date t/i5 --- l _ Checked by Date leC7,t �.�r �, (A-SCF 7-10 L( Olt n cd h5 ( F *cc.= I, (MF '1E:L1 „ (60 (Al/1.1.) 6, = �3S BP) _ a, I�a�sGIG Tat l�� l� f\4 s �( r S Ploject s'1) Ps"(?3() 1 Subject t' , JACO'..:'.F4i;S r ,, t_,■/..t , ,' Sheet No 1 R of Authored by 9\3- Date 142C)/15 Checked by _ Date c\, ccrocr oc 91civ,),/ i'of- Sc---- rA,L,_ (at 4A- a poi4-,41w1 ( ,‘ ! ........_ .. , /... 1 . _‘. . 0/..._..._ _ \ / 4' 1 e-,).' 6 ill t',.■edi :,,,,:.arr- . \ ...';- 8) 1. ', ' '- 04-v)% -.4t j 1 1 .7 rn ' . , \ i / -- \ ' , ..' , / . ........ . i 1 L-.7111:711 k.' cc_ \ \ '.. 1 \ I \ EL \ V),41 1 ---.A8 U- L. 0 S' - Akui _ i.,,c-cAlicy. ..... ( iscfa 1 %A Ac.V o[(;i'/G Subject cad tt (11c4� 1 l.r ti 011th, Authored by '}A.1 Date :I/i'f(s, Eab-kril 6-A Project .2.-‘-z ' .i50:\ Sheet No tq of Checked by Da:o For COLvp,AS laco'W cC' s,k- oP E,f ?tot,ly e ,14-41,1 5JA6 ,.J H-tc..i �. 2RvFis i<Xc -5 i'torf" 144,,- n f�•J (f. , A:-ON,4ct [3 Anthov je, 6-0/ 11\ nr.c ,Qcn (�(114ti'c\ /V7 coofli,)i v Sicar 2 _ � ��K I r ::r.-.,:an, Jacobs Engmeeting July 23,2015 fT, Lomparw Jacobs Engineering r r: , C+_sxno, SKJ R 9 9 Jury 23,2C!5 r p...4.5-7. Jac r:umbr• 25PW3011 By r + ec rttJmbor S5PW3a11 Cl'eckee By KG J,. ,cam,o c,,, VCsei Name -eee Pre Mee Cneckee 6 KG �`J�� r, c+•o,o c,r s Model name Feec Pre Melt Global Global.Continued Disolay Sections for Member L.alcs 5 'Se raic Coon: _ - -'--- - ASCE 7:10 Max Internal Sections for Member Gatos j .Seismic Base Elsvailor.(I -------Not Entered lncluoe Sonar eformation? Yes •Add_Base i•:3ignt% 1 _ Yes !no'easc Na!5ng Csr_acdy Jcr Wino, Yes � .Ce .02 induce VVaroinc' YeS ;Cl Z 2 -- Trans Load 3Avn In:erseClre Wood Well? Yes - - J 1>1 ysecl .. --- of Entered Area Load Mesh On'?) 144 T Z_tsec) I Not£niered Merge Tolerance(in} - 12 - -- - i R X _ _ —_ -- --- P-Delta AnOtyss tolerance _ 0 50`1 '� -- ---- - -- --- i 3. Induce P-Delta for Walls? 'Yes ,C;E p,X . ._ . ... .5. - Au:omaticalty Iterate Stiffness for Walls'" tes _ CI�xo Z 75 - Max 4era!ions for Wall Stiffness '3- j S07 .- - " - __j- - - - Gravity A-ccelera_Gcn•tl;secv2l 32.2 .SCS 1 YJa11 A.1ean Size n) c --'---- -� --- Earensoluticn Convergence Tol (1 5-) 4 - — 'T 1 ---- --- - !r- T1(sec) Vertical.Axis Y -- P,1ae Cat ----- •!or II tnlebat Member Cinenta:tan Plane XZ _ dm Z it Static Solver 'Soarse Accelerated - I Om X -13 Dynamic Sol.•er Accelerated Solver r:ho Z _ - - _ ---- Rh_,V�__ - �_—_--.__—_ .I Hot Rolled Sleet Code AISC I ____ Adlust Stiffness? 'Ye erati s{Itve) --- - RISAConnection Code ,AISC 14tN(360-101 LRFG _ Joint Coordinates and Temperatures Cold Formed Steel Code AISI S100-t2:LRFD Wood Coe AFBPA NOS i2'kSD _-sacs, K If:i Yip}____'ipJ•- Tom:�FJ Oetacr From gizpnragm,,, Wood I emperature _ --1<100F --_---� t_ t __Nt ____ _I a•63 _!__t 34 1 53- 0 Concrete Code ACI 318.1__ '2 ; N2 1.75 t o 14 • 0 0 Masonry Code T ACI 530-11;Strength ---------- I � _-_. ___�Z.S °•14____ 0 25 0 Aluminum Code ------ i AA ADM1 IO:LRFD•Building_ 7-4,---r_~ ---(1_g------.t j,5! a,}4 -_ 0_.- _0 - - 5I NS _ 7.5 _i 9.1.4: _ 5.25_ 0 Number of Shear'Regions 'a - -`--- ---- --- "' --8 I ----NE - . 0 i 9.14 0 0 -- Region Spacing increment(inj e - - - --- "--' ----- ',....,7 • N7 ' 0 D 0 0 Biaxial Column Method 'Exact Inteoration_ 8 NR • 3,y ! 7.39 ' p r, ?acme Bela Factor(PCA) _ --_ 85 -_ _ _ ---_ --- •' 9 _ _N9 _ 0 I _ 7.39- _ _0 ____ _ 0 _ Concrete Stress Block __Rectangular — L�__-_L1]4_ ^I?5 - 0 p_ _ UseCracltetlSect!ons7 'Yes ---- ----� 17 l N11 0, _- 914 - i.75_- 0 - Use CiaUred Secfidos Slats? Yes ^13 ■ N,2 -1 7.g i-'.S p 0 Bad Framina Warnnas7 No 13 L _ ti13 9 ___!__3,14 0 0 Unused Force Warnings? Yes i i 14 ! Ntc- g j--"g_1;1 - '-_ 0 Min t Bar Dram.Spacingo 1Nd j ,_ , _--- N15 --- 11 i g,14 0 0 Concrete Reber Set Fc8ARSET_?.ST!••1ASi15 -- -- :_10__ _N14 _ _ ' , __9 14._ 5.25_ -0_ Arlin%Sleei for Column 1 I 1.L_ _ N17_W 12 i 9,14 _ 8.25 C Mar%Steel for Column g tB N78 Q, 9�4 8.��r'-• - -- td Nt9 - 12 9,14 5.25 0 !_p3 0 N20 i ---11 J--9 1.4 5 25 0 21- _ N?} _. I. 7 9,14 7 0 - 22 _R2a_.�__. .,5-- -- 9.14._. ; 16 5 --- -o- .23- .__ N_2a - -- t0.5 9,14 .- 5 25- _ - n - -. -2a NAG ].$ G ` 0 .. - - 25 -__I'2` 1_ La`• 1 .5. 0 .� . YZ _ 5.25 0 27 __N77 7.5_ 9.14 t 75 0 - -__. 28 . h'T- 2y 9 _ _ 0 _ 0 5.25 0 • 3C _ N36 _ . - r•"5 - - 0 - 0--- 31 N31 _ 3.5 9.14 11 0 :..ice N,: 75 - 5,.14 11 0 `3't _ N3 - __- 7.5 _7_39 _ I I, 0 RISA-31)Version 13 0 0 (G 1 \ t 1.1, 1 tAgrtyx_Feed Pre Melt Rev 7 23 ColumnShift r3d1 Page 1 RISA-3D Version 13 0 0 (G 5.I. I.0.1..1 5A.gilyx_Feed_PreMerl Rev_7 23_ColumnSnift r3d) Page 2 t . - , r.,- Company Jacobs Elgineering July 23 2015 COtepartl, Jacobs Engineering .h.iy 21 2015 .....2.,:o%7,0 r,ez::A De stgner SKJ BERRI,S1 fler EKJ 'II:1 r.I...,,I,..../.1,-r,, j.0 NuMber ' 25PW3011 Checked By KG AP DJoeso.umber 25PW3011 ChecFeb Sn FG ,:'.'„:.,,,,,,.,,, mobel Name Feed Pre Mee .c c I+.o r o s•r, Moe&Name Feed Pre Men Joint Coordinates and Temperatures(Continued) _ _Labor • _el111tillt__ __.2.1,1 7c,ITF1,. 0elech fltimDia DPI ,! Member Primary Data 34 N34 7,5 ! 9,14 I 9.25 ! 0 1 i.,4WI I Jv JJ04:1__..s...4za! 13pLail'..0`-'91_6tc161",a17,_ 1.) ._ OeSi3o L.5I M;Iet121. qtnign Ron,: 35 N35 7 5 0 • 11 0_ i _ _.ji ' ..mi. NI 1 N!5j _____ 1-1556xe Column:Sauwejube AlCO Gr F. Typical_ , 36 N35 0 9 14 I 11 0 I ---- _ms_aaA_1.ipit., . •oi:efube 7,76-a6.f.‘,7.6: .1_c.el_-, 37 N37 _ , N10. I NA I H5S6x6 ,CoiumniScuaieTute.-6air Gr E • Typical 39 N38 • 3,5 ! 12 28 I 8?'..S..- -. Q___L-__ __ ___._ .__ . ___. ,_4._i_ _rill4 ___E -.FIT4C17.-.. _ -_,._ _- .; 99,84. jCPlurpn'Sguat.e.Tube_ASOOGi 5. 39 N 3P. 2.38 12.,2B___ 525 _ I 0 , _ , -6- M5 N37 I N44 J. _ HSS6x5 Column,Sep!arer!ibe A,5C0 Gr P", Typical -_._.... -. • • 40 N40 Q ,. _12.28__ _5.25 0 ■ _ . ___• '__0._1____RP__.. . _____.:115.60A.6).(1,,i_i_8.55_,11._ E.,,be . .;__TsPiRnt : 41 . N41 -I 12,28 5,25 0 I.- 7 i ,M3 __ N4 _L__.N5 . _I ki$58_x6x1M Beam .Lope A:tap ci.6 . .-- 42 N42 '5 ' 12.28 ' 11 0 ' '-ii.---MC ' i•-.1.6-- . r4ifi : 1 Fissaxx IA. 5earr, Tube 7.S7t-o"oz.a.. rypical 43 N43 238 .., 12,28 11 ! O .., - . , 9 , , Nil!) N2•3_ 1 N36 .1._ ___ __;1;;SSEx6x1/4 Beam lube i.-5,1b 0,8 . _1:50:c.a1 - 44 N4-1 0 I 2.25 . i., 0 [ ' 50 1 M1 1 I _N11_1424 jaaagzeAaeLaB,.ern. Tub- i..00-Gi.b.. irsical- 45 N45 _ - -1 _ 12.2e _ i; I 0 _ ; _ 1.1 kt t 2 ' tit2O i 1431._ ! 'HSS6x4x1/4 Beara Tube 44:',--.'.e . TypIcal 46 N46 75 ,_ .1:1____! _5,5...._-.:-. P . 1 - - -__12_:___EA13 ta16._ : Nzo , I- .1.188Coln0/0....P-ovareTutte_P-SCre Gr e..___Typ,cv 47 _ r.14 7 75 7.39 . 5.25 I 0 - • 1 13 • 1.414 ' N42 I N36 _.•).011 1 „Varace TSingLe?ante Gc25 Typical _ 48 . N4.6 0 7,39- ' 5.25 I 0 7 ! ; 14 1 1:415 ' N. ! N20 i I BS) I frISS6x4 iV5;ace I Tube 4-553 Gr!5!• rvr,sal ' 49 N4P. 0 914 7 J 0 I , 1,...1 _- 13.1§- ,-Al2 I 1'115 ' _._._90_ ! 171$,..s6K.:__.y.Brace TUDe A5On Or a.. Lyoical 50 ' N50 0 , 9 14 3'5 ' 0 1 1 16 ' M17 -1 N44 1 N28 I ' /vac 1 'irs,ace. 01.,:Annie•A35 0-1.38 Typical • 51 ' N51 1 1229 . 725 . 0 _ , 17 ! 141E ,.. N38I N28 • • i AnAle 1 Verace:Bi9.01.e,,,nnie_A35 Gr.36. Typical , 52 -N52 . 3.5 - 12,28 , 7.25 I__ 0._ _ . _ - 1_3_6_ Ki_9._ __111,9 NIIL_ -_ Ieingl_eL_LYBiloce./..531101e0503ici,-22.9 :',.. typical ., 53 . N53 0 1,39 11 ; 0 . 10 , M20 _ _N48 i_ N5.0 _ _i___.■^tnote.1 8race8ple Ansite_Aae;..2i ac Tyoicel 54 fI4 .:.- 0 9,14 9,25 ! 0 • I-20 ' M21 i 1448 N4 : --,---- , Angle 1 IT/Brace ISEtgle-ingle ;.i6.0t.3_, ,___!___Iiipicel__, 55 N55 -1 12.28 7,5 ! 0_ ,M22 .._...N.5_4.- ' •Ntrit'l..-.-. - • _-- ',_.F.,..0plp...1._ _VaraSinple Angle,,.36 Gr 2G .1"ypica 56 ' N56 2.39 ' _12.28 7,5 • 0 1-22 ' M23 : N47 , N46 I -- . , Angle 1 %/Brace I i'r$Jgl.g2gigie 43e dr 36• Typica 57 N57 -. -1 . 1228 .. 10 07 0 1. ;.23.. __ ,. _N30 ._ N27 ...:.. _ _ _ _,_4,,,lcile.1 yerece_Sinple Angie,Aze 36 TypJca _ 58 N58 2.36 . . 12_28 _ 10,07 .,._c. , . ' 25 M2 ' KA,21._, N.2.$_-__, F ,341915 VB.-race.,Smal.Angle 425,.G1...-..JYP3ce i 25 i M26 N2 , N1 R10113_ Nple None RIID T.,yp■ca 59 - _ N59 .69 14 Z8 9.79 0 _ _. ._____ _ __ _.__ _ _ ..._ _ . .. ..__ .._ ._. 60 IN60 6 75 9_14 -2.35 0 26 , 1427 I N4 ' Ni • RIGID None None RIciztypica 61 N61 9 9.14 , -2 33 ' 0 !_2-7 i kl_28 N5 ■ Ni RIGID , None . Non.e RIGID ivPica . , 62 ' N52 12 9.14 -2,33 f 0 ' 381 Itit29 1 N3 Ni ' RIG() Nona None RIGID Twice __ 63 N63 1_29 1 ,M3.0. 1 N55 . _NS9 __ , _ _RIGID _.None None RIGID _ Tycica 64 I N 64 . 6,75 -4.1,4 , 5,25 -;_._..0 _ _ ' ! '!t-L -Val- -N5-5- . r;)5,9. ...___. _ ._ . IT RIGID None None RIGID .1 YP:Iss 1 65 , N55 6 75 6 1_4 0 0 , 1 31 532_ • N58 N59 RIGID Ncae None RIGID Typica _6_8 N66 6.75 9 14 -58 • Q I .921 M33 1 N57 - N59 1 ' RIGID None None RIGID TvniCo i 67 , 5187 . 8-23 ,' 9.14 :_ _ , _Q 33__ ma__L N29 ,_ NS , . . 1 ._ 4.nple 2. 'yBrace Single Angie.4359,36 .Typica N68 7,65 ' 914 -4.33 ' 0 ! !34 I -m35 I 1424 5138--r . Angle 2 juBrace'Srtgle,,,,,,note 43E-0i: - 7ipiee -I 69 N69 0 , _9.,14 '. ___2,63 t _0 ___1_ . I.3.5.,14__M3_6__ .L_we_4__ .6___;________1___- __ Arlop 2_ i yarace.!..Singl.eA.rie le_1416'0-,,35_ Typ)ca , . 70 . N70 ' -9-J.-5- ' . L14 ___.1 3.94_...Ti,:IT_0, __ _I 1 311_1 t437_ ..1__ y___!... N4_ t_. ___ _ ____,,____Rogle 2 I v.eisseelsmso...Angie,A36 c 3■3 .r.ypic,.4._ 1 71 N71 - 8 zz_ 1_ 9.44 ...,.__ ..58 , 0 i__ t_37 . M30 I N4•4 l N52 I 90__;._, Angle 3 !HBfacelSinale Anoie•Arle Gr 36 Typica - --- . 72 N T2 238 : 12.28 i --8-45 , 0 , 31-1-- M39 . N52 I N40 I 99 1 Ancle 3 't-lBrace I SinOlsdAgle 536 6 3 TYPiCra I 73 N73 2.38 .. 12.28 _ _ 6 61 _______o_ I._ ;.. ...___.1.440 N28 ' NB 1 __ t _99 .._ ,,I.ople 3 11718race iSmple Angle:,35 Gr.36 Ty p.10.,, 74 N74 0 12,28 ■ 725 0 ' 40 I M41 I N8 ! NS I 90 ' Anolff-3 'I-631P-ce j Shale Anole AM 0730 TFai...„0....1 75 N7,6 2,30 12.20__l__ 7.25, • __o_ :, i._41 ! M42 ' N5 ; N13 I 90 Angle 3 • 8racel Sinele Ancie A36 c-:'5 Typica 76 5.78 3,75 451-._ _5.25 -_-.F: 6„ 1 44_4,... t.24.1,0 1 N61 i __I'lS$9.x4)s1114 8arn_1 toFie ..°4-6,08 r.F3. TypIca j 77 N77 33J_ 4.57 _ 0 __ 0 1 43..I M45 ' NI 3 ■ N6.0 I, 99 ! A:NI:.3 ,H5..r.gce.ISingle,..kg-gte•'',3-6.P7,-lli _Typica 7,5 : N-78 G,76 ' 9.14 I 4,2.65"e25 t 0 1- 44 1 M48 ' t434 , 7765 i 1I-1-BSari-44 I/4 I essal ; Tube .X.;bd,:jr-9--- 7 PiC. _I 79 1479 375 4,57_ _ 11 _ _0 - .. , ,i.M.._ 4J___._ _ .. ssA !..,f6:_,Seern _Tube A.106 Gt a 7,Th".2 40 I 5949 ' NaC, , N14-i- ..Hss2),41/41 809J11 sbe 4335 5176-._ 'Typireg_i -17 I Isiee N60__i_N8.2 0:.-4x114'Beam _ 1 ube _ ;..,i90 Gj 5 j. Typical Joint Boundary Conditions .11 ..., M5P,....._1:tig.. ,'.-N1.7_ ..' _1H...S5.74-4/clii,Beem Tu6e L__.1.9 i V,51 • N1,7 -1 5'22 ,-- -- -- ,lo-iS 56,1.12t 1/4 -0,earn _ Trrbe A-5-6"e Gr 6._iypica; 1 Joint Label :'S COIN . Y fkr,n1-_-;-'1191,!1-4.Nlitaadl.20.91,11,:r42;:..Z F3,V..41,74.:, ,F4Ftr/9._ ,50 I 1v15.2._ , 14Z13- ' N31 , .90 I A,r1.61..2 3 !ii.9race I s5,Agire,i4it,k7A35 CR 74 1.6alc,g1-1 N37 Reac.11ol....liteaction._;_ticactiga_j__ _____ _ _.<1.__ 1,12.€1Aeacli on . R_,tera[c_n__j__R_e_acTion__I i i 51 I m54 _1_ Ng- , 1H$S8r.6x1/4_z_592an_ jute , 52 1 MSS 1 Ne 1 N4----1---7-------1-14S-STC,.t.xif<1 grrarin • Too AY..05di.b... Tykk.41 : 1 _. 141.__ . Reaction__I__Ree.c.:.icn I_Reolacin i _ ____ _ _ 1 4 N I o Reaglion .IRAP1/...ez.rf1.-.RP_o.7-11.00..! -. - 1 1 _. I : 53. 1 M56,_ _ N4_1. N.A.3 .1 I 1-!s!!1!:!•.t41,6 I■94'..1111 Tube -ArzlE,-'13,a i 7.,..piezI 5 N24 Rea;lion I Rgiacilon Peer on ' _ _ , _ _I 1 1_5-1_I Ma_1 id s._._ 515: I. _.: __ _LT:tastotiTT4_4.8.ewil.1_ 0;90 ,.f.sot,Gle..._.-sypi,czi_ a N35. -Reaction Reaction ; ReCqion r - I L_.55 r m,,-1,1_ 1 r,45 I MIS i 1 ms.v.0160/4.Beam • -Tube -4ca•:,9., T.r.iices, I _;1435.___J1.13.__ A 9____l.__ / _ 90. I 6cgle T i51ei...z15riC0re-An5li7i30ar.2a:_ Typicel ' RISA-3D Version 1300 [G,1------\ .1..1_1..15gilyx_FeedRre_Meil_Rev_7 23_ColumnSIlift,t3d1 Page 3 RICA-3D Version 13.0,0 IG3,,A...‘...1...\....1...S59ilyx_ree9_PrO_1eitRev_7.22._ColumnShift.r301 Page 4 r)..) r , . ■ . , . r r Company Jacobs Engineering July 23,2015 CoM7any Jacobs Eriptneering .1,,,,21.2015 , Designer • SKJ Checked By-KG g[IRRis:,:.....,.. lob Number A/3011 Clack ea Flk r c hr.,'ciamt cefu Pre mei! s I c s.s s s c.s s Mcdel Name ' Peen Put Meh Member Primary Data(Continued) Basic Load Cases(Continued) Label I Joni J OaiN 1.1.1_9(cit BojaletJegi St_raloryeShak_aype LDs2gri Us! umerlal_.1.0514gri13gits ,_ 57.,..005.r.lgoolion _____Categply X.Gravr.V.G rawly!pravdy Jab-A.pool_Dicinhuled Atea(MturbS-rit ce(Ria'etif 57 MEG N32 1•131- • 1-ISS6x6 ColumnISgyareTube•rsk0 0,'a 2_Iypical.1 _--12-- eLE 2 Transient A4a-1.... None 6 58 Kt81 N47 N21 -. 1 Arm)e_l._IA:tape I Sinote Angle A.360,..26, Typical 1 59 M52 N33 N34 ,. Angle 1 '1,/5race I S4r7gle.Ang!e 52.5 0%3(3• Typical_, 60 1463 N42 431 - . _. HS.58/1/4-0_iCalTr_1,1-$.4LiareTtibe A5007.1r.8... Typical I Load Combinations 61 4464 N37 N'32 . . Angle 2_ .1.f'Brac.e.lAingle Angle,A36 G,16 Typical ____..0e0SooVe..5...9*OitPDeL_SE:__SLCEaLier ei_c_FcC..6LC Act ELCf ac..81..0 F as BICfac 8...7.,Fac Ci_Cfac SLCF az,.0LCF:c _52 _ MO8 N_35_ _N35 1 /mole 2 kii8recel Small Angle, A,S6Cr.se iyoicel I 63 __M86_ N42_ _ 445 _ _ _ _ _;I:1558v5x11.4 I Seern_l__ Tupe AF-0 cr.61 Toicel___i " • . __2_LL.13Le_L_gari-__i Y ._,..2_1. t___:___ - -- - - --- - 65 ' ■ 64 1467 1438 N41 i H_S_S5 s6i1r41-Ream I -Tube -Wk*a4.8-. Typical I - • - 3 1E0 X One: Y 5 • 1 S-168 i45 N41 - i HS Sex5x 1/4 i Beamt 1_ Tube i'f=GI 8.. Typical __-___- ____ .. __________ ____ - _ _ - • - - - - -- - :4 ,E0 X Opts_ y i 1 5 i .1 i - - 55 1469 N144 1440 11:1558x6x1/41,Beern i__-5-0gre. moo 9f 6'-;.Tyr:call! .....5__.se:c.F.2,,....____;_•-- _,5 I 67 in170 N43 0139 ---_; - _ ;RS 58)5.5"is.1/4_1_ o_i ri u bre. .44SII)CL 4/...,...11,Thcal I 6 'Cc ',' ----- - - - • • • - • 6- ki71 N-r9 s' i. .le 3 I Heroge itragIg Angle °300b26 tvoicel I ---•"' 7 _ -- I. -__ .Th7? i10E-6t,0i0.rt,pf,ty Y y,.. 7 59 073A 1436 _ 32 _Ty .1 t i _ - 1 _ii_l1_._ . . '0 M708 N52 N75 Lt8x114ISear Tube A5a6,k Tvp0 L7 _1__. _ 9 _- _ __ 71 1471A N75 N74 , _., l_hiSesisic y_4_I..91.pp_; _Tube .A.Z.M GT.$.. Typical : '10 1 Screws • ; Y I. ‘104 7 4 . 72 1472 N74 1451 I I-4558x4x1/41Bewo_I, Tube '50O Gr.E• Typlcol I _ . ' 11 12 Ilec 15-1 5 I Y i 1 71'1.4 ,_I3 _18C 16-.1 0:yes I . . Hot Rolled Steel Section Sets 1..4. ',*,_.7.1'"17--26-;-_ _'_fi _-1.274_12.1 I.L...7-1i1,17§. 1_115RTL-C. .5.. . _ . . __.. Lace. Shape Tyne Deci!'List Maicrat._ petige.Rules A(3521 iyy(all in[Ina} Joni I_1 .■/ 15....i2 A Y:k5 1 Y A ....__1_! 1_2 i LI __I.S 1.L.S;1.6!ill:.5 - 1 HSS6x5 1-4556,(6x4 _Column SquareTute _ .ik5er1 cs"0 liec:I Typical_ 5 24 25.6 • 28,6 45 5 I 16 ;1.e.0-TE-2 15. 'Y t '-1 r-t..L 051.15 T753-L- 5'SIN ,5 ' 2 . Angle 1 L3x3e4 VBrace. Single Asigle 636 Gr.36 .; Typical : 1 44 , 1.23 1.23 • .0.3.1 i IL';16C 16.2(12.f j631' Y . _ I 1 1.2 I_LL_1 8 1,1-5!.1 5 I St_,5_su: 5. . 3 ciSSINEc 145310.6x4 Sean). . _ Tube 60405,8 RecT Typical 71 44 1 969 ' 967 r 15 18E71:2 ic. 7, 7 ■ 1.27 LL 1,6 LC§ 16 PL 5 . x 4 HB_S4x4.4 +1/brace 50uareTube A-'7 0 0 a,e-Rio Tvoical 33, 7 8 7 8 128 i I 1 9 180 18 (C,:feR._21 _ __L„.12 j LL_1.6 its'1 6 I RL! 5. , • . 5 Angle 2 L3r,37,4 VBrace Single Angle i0.38 Gr.36 Typical 1 44 1 23 • 1 23 031 . 25,116ETs-s:f.i.., _ I _ ,.7.;.3...141.. S I LL .5 ils. 1 .st. 2 7I44 ,7 . 6 • AnC1141 3 1.3x3x4 I-IBrace 31ggIg_kingl . Tygiggi 1 44 1 23 1 23 03.7 1 2 t._use%E..5(a .:f es__Y . 1 i 1,34, 5 _1__LI.,_5 1-L51 1.....SL 2sL'": 7 • . . 7 " S 11 1-ss8),..7,0 2earn Tuge A503 Gc 8 Rein• Typical ' 5 24 144 . 415 35 3 22. !WE-in;I-..- ,i ,_j, _p.,9 _1 _L1_.5C.1 : 1 t-L...2-.1.N..,7 . 8 :H$S6•01 HSS67:4.0 verace, Tube 65000 OR Typical , 43 , 11.1 , 20,9 23.6 l ,.23 ,IBC .6.5(b.!Ye!: Y 1 !1.34-1- 5 I LL i 5_ILLS' 1 St. 2--5.1.r: 7 • • 9 98-S6,6x 1' I-1S$8se-ses1 Beam Tote f.'"614.5 ''91' Typical : 6 17 364 , 56 6 I 703 24 IBC 16.7 i'D_ • y 7 ' ,76 I 8 1 _25_118C 76•7_0„Yes.1 Y__ 1 ..76 5 1_ .. .. . _ 26_OF7:-Ii:776... '7 ___ 7 t_j6 j 9 1 , - • • Hot Rolled Steel Properties -2-7 9C I6-7 0.i y;s Y 1 ' 76 I 6 1 ' 28 .Scrth.Com. :, 1 , 101_1,,4_, _____.; ._ , _ ' - • • 1-104I EFsi1 q(614._ __III_P__ Thern1.015,,,Ce.P514001...--Y'Rwlh77:_-, 0n Fullisil .„1:1_. , _29-1"S'e.CCM'-,____L Y ...._ 10 1,2 i LL 16 ' - ' - ' -- - • 1 A992 20000 11154 _, _ 3,,, .55 __ .49 a _so ,1_, 11 65 I .. -1,1__, 2 A35 Gr.35 . 29_000 _ 1115,1 . .„,_3_ ,i ...65 __,..4 .__! _3_5-_ 1,5. 55. , _1.2 i 3 . A572 Dr.50 29000 11154,..i _ 3_ _ _,65 _ :-_50_4 .1.0 - 65 :I_ _1.1 _ i 4 A500 dr.B RND 29000 11154 3 85 527-1- 42 • 1 4 58 , i 3 1 Joint Loads and Enforced Displacements(BLC 1 .Dead Op) 5 A.500_Gr.B Reci 29000 , 11;5_4 . .3 .65 ,_,527 ' 45 : 1,4 58 : 1 3 i 4o1.1-z--.t1 LA0 Genoa', /43s-n.w.elt"..1(-111..PriLls),0-L•21r, 6 A53 Gr.B 29000 11154 - .3 65 .49 35 I 1,6 60 12 -I 1 I -1,1.5 7 A1085 29000 11154 _ _,.3 __ .65 _, '..9_ _ 50 __ 1.4 . 65 _ . 1,5 ,: '-'2 1 6159_ I L, , '' • -3 I ' 3 i _ _ MR ___ ___.,_ L _, v -1 __ -----...- . 4 1 1167 • Basic Load Cases 5 .i____... _ N23 _ L _ Y -0 eLC Clescrophon Cztegori xr7rwribl_00.vilY3 00-4y...57rOl_.P...gint_Dol_nr-vies, rearvlemteri,SunaseeinLei5;•_ 6 L 1122 ----- -i- I -- -- - - -------__•_ _ .:, " ... 1 Deed Go DL _ -I ; 6 . 3 2 Live LI _ - • 2__.- 3 - - Joint Loads and Enforced Displacements(BLC 2•Livel _...._ ___ ._ ..._ ---- 3 WL X _ WLX __ - - - .i Jowl Ls1,441 -- .1,01.4 0,(.e41(0,1____Mlem.4408,_17-111_tio 00),irCs^2re -.7.,- ■ 5 ELX 00 ELX 481 2 .• ,__Z______________Na___________ L _J___ .,. - -' _7,1,..1 - • . . _ _ _ . _ ._ 6 .ELakl..1.._ __ .721 ■ 2 ' 7 'Dead Empik. pl. ___ .1 i .1 : Joint Loads and Enforced Displacements(BLC 5:ELX Op)--.... .. . 8 ELX Errwy 9 _ _ELZ Empty _ ELZ Ja2,11_9Del 1 -1 I- -- - - _1:15,..9 sP_..7,.1 :Arcssro,:, _..magp,[..c)1,..',-.111 IT'49l.l,:.,•._I'Irl v 1.73 10 :R.eactor Screws DL .1 -: i-7---7------- j ._2 1 NI I :.; - . _. _ __ .11 (.,,•LC 1 Itansient kma ..,_ _ Nogg I i i i 6 _ 8 35 . _... _. ._. RI SA-31)Version 1300 IG"\...L.A. 1 \ \Agilyx_FeedPreMeltRev7,23ColumnShIfIr3d) Page 5 RISA-3D Version 13,0,0 IG:I..1_,I..A.,.1...1...\Agilyx_FeedPre_Mell_Pev7 23ColumnShilt134) Page 6 ,...) .k. . . r•r, Cemuany Jacobs Engineering July 73 2015 r Company . Jacobs Erogreer,ng ...cly'2a flip r,i r)sr-A DesIgner SKJ A S,':r,f,jr„,•,..,D.„(...,, Job Number - 25PW3011 Checked By KG .,,J.L.,IS IT.",.7)_;-14, Juh h.,rnher • 25PW3G11 Cher■■ed By e.G 'Fell vuLostaa IV-ay.el Name Feed Pre Men r 1 c•.e L II c,•, t'Wel Name Feed Pre PARR Joint Loads and Enforced Displacements(BLC 6:ELZ Op) Envelope Member Section Forces(Continued) ;am'Label L.D,r.! . _ pag,tudr:1(e,-111.(in,rarl.C•L'e'241, ‘ 4111....__LC.....e,5.fle_ell.1_ LC__!Sneal LC%moll LC re Mollerup. LC_r,r.Mb i C 1 8 35 • 7 . 4 ,rt:vbx,_3„E26 LE __.013 27, 165 27. 147 .15 35 13 . 2 N59 L z 1.13 , , , a , _ ..4,4.381-, 2T -053 13 -2.15a 23 -.005 ;3 .;4.915 23 •;25 :25' _ _ 5 5 rna. 7 1c.:-/ • 23 013 27 8 176. 23_ 165 27 39 25 455 13 _ Joint Loads and Enforced Displacements(BLC 7 Dead Empty) le . ...oin -_2,45125 -.055 , 21 .,,,137 13_-,005 13. -1.78 23 •072 .251 S 11 11.2 1.__ glax_15686, 21 -;71. • 15 . 647 15 011 75. 104 27. C93 27 Juri L abet __ L.51,/.1_ , __ .Chreutton raegne•-de1(K.•II;01 rad)ck's"2,5 1*/ • 41111 7.Q31 27 -1-6iri 1 -2„u§ Z: -052 . 1 "-159 L Y. -2 8 2 Ni L . -,,, -13 5 j _ 13 , 2 max 12.185 21 . .183. 15 _046 15_ .046 15 07E1 _15 532 15 14 _ ink),.6S1.8.3 27 049 27 -253923 -59227 -5 472 23_ ..022 25, 3 Ne8 L 4 N67 6 Y -1 1 15 ... _ lq 3 ;max.13.1_27 21 152 , 1.5___046 .15 048 15 183 15 158 15 .J1111 ''•00 ' .7 047 2' -2 507 -13 -572 27 -11,237 .22 ,..155 25, 7 17 . _4 imas 13.069. 21 1_53, 15 . . 5 . : •. 3 Joint Loads and Enforced Displacements(BLC 10•Reactor Screws) - _se • i E-n••••,i -1. ;-1' kb- „.• 475- 04 15 288 15 97 2 23' -692 •27 -16,93 23 -,32_3_21.., Jomt Label ___L 914 _ _,_ ___,Otr,emuory, .Mcgr,:beel(n,k-h),h^..rarb,:l.'sf 241., IL, 5 ,rnaN' 1,39; 21, ' 163 ' 15 :11.245 23_.045 ,i5 1 532 _27_-,185_27 1 N69 1. _ Y_ __ -2 - _ ' 201 .rna)1 6.-139 1 13 -.PP . 25 .-477 '15. .892 27 -522 -15 -t.cle, 15, L.21_ IQ _-. 3._ irnel L_LI„_g95,__21_ ,. 002 _' 25_J .022_ .15_.402_ .15_ 099 .2z_ .09; 23 t_22.1 __ _____________jail).3597 1 27 1 -as : i5. -2,4_2:1 ig_32,_-_,0_18 27' -.003_ ;51_ 009__15; Member Area Loads(BLC 1.Dead Op) , 23 i 2, 'Max 1 11,„2.)3 I 21 J OSe ; 21 1 .023 15. 002 15 .05 15 13i 15 2. ; f 1 min-T:5.881 1 27 1 020 . 27 ,-Z,32,7_221: -.878 23 4 082 123 -095.-25 J..:,,,-. ..._Jo•t,i a_____ q -1001_4 . 0,,, •_J____ 0,:c.a.a.7.____14?-7PlulCeil'4_. 1 Ne1 N62 N19 _ : _.1■11.5. _ Y ,_ f.s-E . A__LF1,16:....19,94_'._21__1_,.098_.i_211 .02375!.. 002_15. .192 _20 i 1 rullr1 1-3.854 I 27 I 020 1 21 '-2,30543■ .578 •23 -10286 •_13L226 7,21 2 N19 N17 _ N , Nit__ ___•___ V p-e 3 N32 N31 N2e N5 Y A-8 -.01 , _2Li_ _, :: imaxi 19,4 21 , _Q.5 _____1 ,02315., .002 15 155 ..1_5.! -.o74 27 _•_ gafil.,:.) ,_- ,023 , .25 :-2_174 jai .e7,6_23_-15.53Z ,23: 28 1 29.1_ 5 1..aax:10.595 I 21 1 _059 15 J 7498 .002 -15 -073 151 -14 27. Member Area Loads IBLC 2:Live) 30 1min 1 5,56:5-1--15 1 -.003 7 25 -..'2221L.E.-7 -- ..,,02 723- -,47 21 Aunt 4 .Jomt e _,Ikas C_________..10oLD______i__C7ii.tgior.,__ 04le5utra; _.114.54-Amir94l1 _ _31) M4 , 1_ „Jman 5,516 ,,,_, 13 1___,934,_:_26_, .022 ,21, .i87__27_ 237 .271,150 _27 _ NM N62 _ _ _N_19 _N15 _ Y _ A-3 __: -,06 ., -32 1 'mini--2.171.1 2-5 1 -.94f . 13 -2,57T23'-.904 11 -005 1-1/J -0U 131 2 Nil fli7 Ngi=2• N5 : Y ■ A-a _33__[ _ __2 tmail' 5.434 1 ics1 pop 25 .022 _211_.157 ;2Z_ .073 . 21! 236 .23 3 N32 N31 N26 N.5 ' Y . A-13 •_96_ • _31_1 _ _____4_111171.EalL.D5 !.__:..b4_,.7 _11•_:..2.53.....J23Q_04 1_3__•2,602 _.23 .052__25, -45_1 ____ --_-_3 max) 5,351 I 13 , -.208 ' 27 022 2.1__.187 27 142 21'._,323 23_•:35 ' T min 1-2.252 1-25 1 -.047 r 13 1-2.458 1231 -004 .13 .15.194 •-•••z.i -Q.2. 72...5.. Envelope Joint Reactions 37 4 J(flax L.1,65.6 1 13_ , _,1.33 _25 • 0_26 _1663 15 . 1 167 _27.1 ,248 .25 18 1 1 i mln 1 .151 1 25 I -25 1 23 -A02 '27+-.109 .23 0s5 1151 -.552 23 Jomt _%N _ Lc__ - r NA____s21111_ 14 246_21-.+11,14...MY 1'41...L.C_Jg.f5,11.1_,LC_ 1 N37 5,2, ,77 1 23 10 862 1 23, .016 I 25 0 ;13 0 1131 0 113) L_30 I , 5 ,max1 1 573 1 13I j_05 25.1..026 15._ap-A .15_ 0 21 123_.2_7 • 2 . marl •I.107 1 .25 1, -1,68.11_25_12;105 j O11,3-1-_0-_11_31_ 0___!3.31 ';,_40 1 t -1 gar)1••"..16 I 25 1 .1.2-5__11.....22_!-5359 :2Z!._5_1_0_9!_:21, _A __127!_-.122 .21. ! 4,J 1 hi_5 •___1 ipas 1 9,9_5 i 23 1_ -.018_• 25 :,.077 J25 ,13 27 191 __27:___.1 J27 . 3 N29 B1 _-1591 )_..1 9. 24....4 ,zaj2 5=72,5_ _23 6 321_13 I .024 I 31 . 0 113 0 i13. 0 113 42 1 1 ImIal-•33i-1-25 1 -,047 1 15 1-2 i37 123; •007 15 •,Q08 115, -.?,3-32 211 4 5 ,_ N7____.”,a. q.i5_. ._. 13 4.,453 I_1 I ,0-2.1- I 15 . 9 J731 Q '13, 0 11.1....1 . 43 J : 2 !max! 9,871 1_23 ' -,025 ' 27 . .017 .25.,....„1.3_27 05 _ . 2.6j ,216 _23. ;44 I I Min I ',.376 1-25 , ..,052 ; 21 '-2,194:231 •007 '15 -6,642 *23, .051 257 • 6 mil -2,04 1 25 ' -5 4E3 ...2.5_12„29 1 23 1 0 -131 Q 1131- Q 131 r N10 r,••=x -056 27 ■ 16.355 _21 1 .022 1 15 ' 0 ;13 0 '031 0 113 45 L._ _ ; _ _q__ 'maxi 9.782_1 23 I -.025 , 27 : 017 25: 13 .27 101 _25: .379 • 8 min. :3.402 21___.1....-_3.41.4_21222:_i_-:2-4.0__1___27J___0_ .:131. _Q _1131_A_2,13. _45 I . ___ _ 1-aa_C:..._-2--1 1 25_2 _.035 1_-21,..._2,15,2.f2ai_.„002.,i5 ...13.31.4 _23_25._11.) 4; I - 4 :max 1 4_161_1_23_1 1157 _: 25__ S .27. -008 13 261 .21 .733 .25 9 7424 Jr..., ..554_ 1'5 .__--19.391 :21 1. .042 1_15 _ 0_!II 0 _._1:3L. o13_ 10 m,n -2.39 -25 7.572 7-27 I -2.532 ■ 27 ' 0 '13' 0 113, 0 1.3' L.48 I 1min 1 1 135 I 25 -052 ' 23 -055 f21 -081 23 -2 522 27 -1923. 11 .N35 ?la. - •An ___ 13 5,074 _A 23 1 ,.,037 1 13 • 0 '13 0 J13: 0 ___,.131 4_9 1._ _ :_ .5_ I 23._:___,029_ _ 25 . •843 ;27, -.008 .11 0 _13__0 13. min -1 722___ Lj_591 - 1 13' -2,194 ___23 0 13 0 .13 0 13 30 1 1,4,1 1,091 1 25 ' -02 -23--.0a5 ••71 •Oat 23- 9 13 0 15_, 13 Tclals rhax 0 23 - 3a 375 j5 0 ! 2 _61 _ Ni" _ 1 .70.5,_ 1F,15 _27 ; 272_ , 21 , .05e, 21 144 .21 0 1:3 0 ;3-.. . 14 min -12694 21 . 15,473 .25 -11993 . 27 _52 - ___ _. ... _17110.1....I.P__38_i_11_......08.1 27 . -_,005 .27; .022 _13 0 _i_3_ 0, 13i 2 ' ' 209 i_21 228 21 .073-21 144 21 115 21. •-•5:z,o 27 .o ____. _. . . , _ .7„.; 11710/J -.029 . 21 1.;_a 27:. -.905 27..022 13. .9(17 27 -,159 Envelope Member Section Forces 55_t__ 3 roar_ ,355__ 27 ., -000 27 - 003 27: 144 21. 132 211 -.052 27 5-6 -. 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V+dde,1 fame Feed Pre Mell .r�„„„. „..�� Mode;Name • reed Pro Med Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Menge.* Sec _ ,5x:afill-_,LC_ _y Sheerra____`C„_::112eorj„LC Torqucl„LC_y.piacc en:ik-,,,LC 4-:Mg.,LC Mernpor SK--, Ax+aJkL_LC y Snpyrikl-_LC„_2 Shegr LC ierrue! LC y••emem!,. _.4 m,n i .018 1 13 I -324 ' 21 1 0 1131 0 113' 0 1151-2,384123-1 1121 1 M14 : 1 W .1,max• ,017 + 15 I__ .015 _21 x,0051•23_ 0 27 r 0 .•�.3_-�0 13 65 -- . __ 3 max _,341 i 15 -059 13 ' 0 1231 0 1751 014 2.1.1_2§3_11.6_+! 2_1__ I Min 1-1.313 t 25_,.--..0.101___27____O 21- 0 21 0 -73 " 13. 56 min -1-139 1 Z7 I -4.479 1 23 ' 0-713!l0 27: 0 '131.1.0141221 1 1231 I 2 'max"021_I 15 1 .008 21 , .004 ,23 0 27 012 23 001 27 67 4 max_ -204 • 13 2.255- 23 : 0 1271 0 _!27 .004 '211 1.919„:23 --- - i o 1 ! _ '1 059 1.13.11, ;.1.2611 5'--- min I_1342 1 25 .QG ->? Q 52'10 21_-_o e'2�__:,O _2t: 68 min -7.63°i_.3- _279 12 =07 121!� 0_ 21 0 ,2. 125 3 'max' 026 15 _ 0_ 13 I _0 13_ 0 2i_ ,016 '23_ 0J1_ 27 69 5 max -,204 13 2.225_ j_3_.;_:532_!.211-23 • 0 - '271 0 _•427 0 27: -.23_13 1261 ! mhi-13ti)'25 1 o 13 • 0 '13 0 21 008 `25 -213 ';;1. 70 min -7.563 i 23. ;-.23$ 1 .-0 121_ -.058 ;21 -1,028123] ,1271 I 4 •maxi 03 115 -.003 ' 27 0 13 Q _27, .012 22, Lit 27 71 _-r _• _ t max 9,554 i...23 4.747 23 1 .211 12121.127__-_2029 _.13__65 :27' 128 i ' _imin 4 .1-351. I 25 '--CD8.-•._21.•-O']4.i27 A. Zt 006 -25--009.11- 72' _-,_t1Iu -.091.!-.i3 ' -05 + 15 012 1131_053 413' •.572 ,.7' •,493 115! 4129]--___--_5-.`m=_x ,G35 1 75_I�p07 ?7 m 0 13 G 27• '? ._r3. 73 2 max 9 576 23 <703_23 1_21.1_i231__12,1. 127, 073 13' O 6 t3, 13' !mini o - -- - Q 13 t - 31 L--- ;_ •- -1,3 25 ' •.015-.21 ' -.00-4._1231_..0_ 21_ 0 • _ G 13; _. 75 min _(191 13 , -0°B ■ 151 012 1134-.03 1137 -295 '23,-5,264 1231 1 t 31 1 1}315 ! 1 I max t 5_021 1 15 0 ] -021 27 ,878 a ____13 - 75 max 24 ,_2;_L_-5.0.7.i._922 __ 13 ' ,213 1231 -421 127: C51_ '21' ,G24 13. )j 4Mit+I 82? i '� Q 3 0 _ i3 0 13 76 •min, -;.299-._ 2 _ 1 _ tS .03_2_2,3___ _. r 21_41_ '15 0 �27�0 •i3 7 _2;;._4?,° ITS!_C5',_jt3. 132 423E 2.35$_23j ^433: 2_ -1-511T1 maK 9&_1 15 0 S3 O1 _ 27 ,276 _^15 •.032_ 21 0 23 77 4 tngx 25 1532°��1 211_1221_,,12.1_127..;___ 5 263 423! 1.978 23: .734 1 y ,80u° 1.25_1 ..Q2c'' 'e3 :Q1S +2! •.03'vt/$r- 2_._._.4:.1 1 - - - ....34.5, -- - - - fit 1.31 02 .i3: -,65.. It3� 35' -3 a 1 t5 r8• ml� -7,86121-' 13� -�1=3 ■ 23 ! � -A53 113 e � 3 4}' 0 31 � v� - od 25 !.1 - -.. . - +i - � 0 3 °76 1 Q •3 1 15• -049 2; 723 23 i9 5 max .345 2.. +5555... 217_' 31 .121 j27 54 231 .23°_!1° '_1•'S`.-. -- - ----_-;17:1R.I_dY°._l..?5 �,0_____.13. .0- ;13 -.038 .15- '1_52_ 21- =?---t7j 80 min •7 847 .3-- 1-5 ! + 0 }931-_053 113' Q'-•6 !73: •2-.9 '131 ,137 1 4 - - 91 _ 1,410 _ 1 ma* 9.315_' 27_ 1'02 __27 _04= X27! 15 !25' -Fa 21; i 5_l2_. 11391 - -- ,min �.52, 15_ .026_27_ M__77 77_ 0, ?5 037 _?-- Ong _23 mini f 13155 1 0 27 -0:59 13 •.3 13 �] 13 82 .min� -.295 15__I 12` _'3-�pO.L i2;.1�.gA8_ij31_ -.150. 27_.�35 f23,� t°9j „ S ,max;_4..857_, 15 .053 Z7 21_8:9 23' 0 4] G _73. 83 2 m,c.1 0,038 27 _,....1_5_7.1__1 _.044_771 15 _1251 .15" _211 ^,5:3 '25, ;-1+10 i •riot I .75 i 2... ., . 1 .67 1_ S 27 5838 15 0 0 13: �__�..-. m_n -28: ' 15 -J @5 r3 •0%7 1211�065 113• -1^2 !2i la.?ta 1_211 ' !41!_hhi5 _ 1 ,max. 1.458 ! 15 _ 0 13 -.021 27 ..64 23 0 13 0 1;; 85 3 max 2.473 ' 27 043 2_'1. ; 045 '271 5 1251 .054 121 2,379 1231 !)_4 4_ ___- ��jtt1__,2di ,j.777 _ 105'-. 23_ -.0.7_-.21,-_ 0 15, 0 ,3_ _0 -_13, _A _ min -1296 21 -4 496 ' 23 •-.0"o)211 -.0126`1 i3 Aa' +27: _Aa3 1211 143 . _ _ _ 87 4 max ,00.-r• 25 5284 23 '44 271 ,15 425.4 ,0_ _271 a, a - - -- - --- 62;6 - --- -- - max i__1....4_17_ i 45 0 ,3 C• .1_i b64 23- •03. 2r _ 032 23 -•.- .- _1-'!!.__ _,5555__-...- _a 0;23 rj4:.i min 1'.5 1 2? i o •7.51 -_23 _.078 ~25_4_1 4 '11-NOGS 113 -,085 ;21, •t' a 5: ;145: 376 '; 15 - ._ , --f0 _1 0 23 •0-Z 21• q 23_ 0' 5 .241 23 _4144 .271 15 1�5 .A°_2 .27' 9 2 i fig ------ -• 3 1)13 1.- -'_7'-^- -0-_ '•'13 0 13 0 5 G67 423 .231 68 MOO _ _ 2 27 8_ 5 max 007 25 -5 .. �min 12`;' 0 •0 :$. •2 i 0 _x0 min -7,76-7- 2, - -,IC7 21 --13'211•,055 113 --281 2t'-1-199.231 1471_ -_ _• max,_1_13o 2.5 026 27 035 21 864 23 •1337 27 092 ?3 91 Ml 1 1 max •05 13 07 13 ; 024-,25_,025 '21 0 13' 0 '13: 4 1 - - . _92 m1n -584 ' 23 .038 27 0 131 0 127 0 13 0 •13j '-49; _ ,p}EL_,'695 I. 1 --...0_ , i3 , ,07 21, 0 S3 0 21_ O 13; 2 1 .024 ., 7 '15 - _ _- _,5 .._;max_4 55 , 7 .053 __ 27 07 -27- 0 25 0 13_ 0 _ 13 �3 _ 2 max -.05 _ 13 035 ,_ 13 _,Qf2 _5_,_025 121_ ,0.� .; -039_;17 'i5Q' +m]A ,i�E t 27 0 1� � C21 •Zi 0 15 0 13 0 tY. 94 • min -,560- 23 , ,019 27 . 0_,737_ 0_ 127 0 .13.1 •,059 ,131 1 151 I h117 1 may •072 ; 13 ___024. • 23 0 13 0 25 0 __ _ _0 13. 95 _ 3 max •.05 13 C 13 0 13: .025 '21 .032 _25• •05 '27 152' •nln 1-2.511 1 25 13 - _--•-----••-'-0-- 96 min -.543 24 ' 0 13 0 11.31 -427 0 13. -092131 153 `3 0.1 5$ -,008 13 0 2,3 0 13 Q -17 97 4 may -OS 13 -.019 25 0_,_3; .025 121 024 25' -.033 27 i• -- -- __2 tmax,,r.s. 13 .012__•_ _ __p :3 0 25 .021 23 -0t_ min 03 23 ' -.035 13 ' -,012 1211 0 127; L-15 i .1 minl_2 .L_J..3_1. 905_ , 25_ .dpi :25 27 0 23, 003 25_•023 21 1r Q '13�:Q59 4131 L S;___ I. _3__ :maxt_,061_• t3 1_ 0 _t3__ 0 _,13.„ 0 25 028 23 •5019 27 99 5 max -,05 13 F..-:038 _25__ 0 '131.025 •211 0 13' C 13 156; 'min•-2 511 1 23 0 13 0 i3 C •23 go3 25 -0;1 :,I„ 100 min -,511 ; 53 I• -.07 ; 1 3.•-,074 121„ 0 •27; 0 1 3, 0 !1.31 `157 1 ' 4 )max 1 ,,,,9A5 I 13 -q05 25_ 004 21 _ Q 25 02; 23 -014 27 101 11412 1 _max_ ,547 27 587 15 .027 125`,0)5 113: 0 13 0_113: 1581 --T--- - -4- --' (hilt I ..0 _;13 ' -011 '-25 • 0 •.21 0 25, 0Y.'.�'15_`C2.i__21 i 102 min •t 035 ! 21 696 25 • 0 1131 -.023 '25. 0 13. _A 'T 3 1 ',_4_59!_-- _ 5 _-I�tsax'_._p5_ 13 -.0 1 1. , 2 5_, 0 0 8. .2 1 ZS '3,08 21_ 0 25, r 13 0 13 103 2 ,max .56 I 27 344 15 ,013-_125! ,035 '13. .029 25' -,092,25' .150.1 __ _ -- m0' -2,51 i 3_!__,Q24. . 23_, 0 ,27 0 23_ 0 ,13,---0 13, LQ4 min -1.088 . 21 1 043 ' 25 00 1131;028 '25 0 13' •741 1154 _6 : _.113 max'-- '7,..27 _•-21 • .009_27 0 15 0 13_ 0 _t3 105 _ 3 max _58 I 27 0 131 015 131 039 -25 •.123_725 _1822 1 t •2' .015 105 min -1088, 2j,1_1 -0__ - _ -L ,, 8'•121 1 27 ■ ,0"S 27 0 13 0 27 0 2 0 23 .-_ :_134, 0_-�3r__-��1'5' 0 ;13! -.�iQ$_'.i5i 1 4631 ..1, _2 _•max -.214 '_?7 --_ __ 21 I .00$ 2i C' 15 01% 23_ COt 27, 113 4 _max 6 27_. _,043 25 4 1131 .pis 113: _ .029 .251 -552_425! 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Max 2,566_. 21__ 0 1 i3 r`313L:Q41 1213 0 '13 0 413; q 1' _ _ _ i $ s3 1 Q_, ' 13 ',0 13 0 29 004 "47. 0 25 120 min ,4"45 : 27 1-1.014 1 21 1,022 122!_,'312 1271_ 0 ;iii o 1 7 ir�im'-12113 1 23 1 0 "Ti"'i 0 :23 _0 23 003^.23: -OG4 1431 .177 4__Ima�1__1;15 ! 43 i�00? 25___A__ '27_ 0 ,t9 003 ,23'_ 0 Z5 RISA;30 Version 13 0 0 )G 1..1..1 1 1.9,,,'Agilyx_Feed Pre Mell Rev 7,23 ColumnShirt,r3d1 Page 9 RISA-30 Version,13.0,0 IIG:I-.1.1..3...l...3,J.Agilyx_Feed Pre_MeL_Rev 7,23_ColumnShi+1 r3d1 Page 10 , , ■ ■ . ..... • r coma:Inv Jacobs Errgirteertn; Jay 23,2015 Comp anr J2CODS Engtneenng July 23 2015 r25,1,4 7,1 rj 1",f- f., Oes.gr,n sK j , 7 r rjr.,-,r• / Deser.,..: SKJ .1,j f-..L t34,3i...-j...-.....3. Jm.•Number 25.313011 Ctleked Cy KG g.j$ft;rF.,..,7;,A. Jon Nu.r.ner 25ave3011 Crie:wee 5:,,C, I r t ..••• ■Os 6 E s M 0 C e I NWT, Feed P,t M e q 1 I c 4 no a L 0 0 1 e s 1,1etel Name Feed Pre Mel; Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Merraaot Set _ •!...sa1Filg_ LC___./.504.atP4-1-C,,,_355,earr,L_Ca_711,..C1,46•.,!--c.„,,avporlienlik-,,LG y.10 ,:-.P. Mernter $ec AxIa15,I 1.57,___I_Sjleg_N___LC__,;$1.eur[,,,..C__Itiquel •LC}-,Mormenir,, ..0 175 mln .14,621 I 23 I -004 • 23 '-001 I2.5. 0 '251 .002 ,151 -.003 12.31 23.5_,_ . : ._3_ ;max I .G2 1_21 : _0._ 1_3_ C :2. 0_ _2.1 028 _22....._03:9,27 37.9 ._________ _5 1.malC__,2.1;:4 13_1 -,00.3_ 1 25_1 _p .27i o 13, .8 :2-3,6 i - ! Lmin 1 -.8427-r 0 _.j....1.3...J 0 ri-3":_ 0, .27 003 _.:;25 -031.,-.2 1st, min -14.6221 23 1 -,000 I 23 i -.003 1251 0 :25. 0 .131 0 1131 232.1. __ ; -4 m_ax I 2,5 ;___211_,..005_.!,.25 ,.0.Q4 '25 0 21 021- 23 •01-4 27 181 1.120 1 ,max_10.115:_23 006 , 13_1._ 0 113_l__.0..Aj., 0 .131_ 0 1131 J38.i____ --Terilnre537 27 . -012_1 -23_ 0 13.1 .."0 .:27 003 _25. -.022_2%. 182• min -,114 5.71._ 0 _;__-27 ;..,-003 '21.1 _O.. 1.13. 0 !13J _p___031 "9-L--- - -5--f Tg-1--.tlz-E-B--1 --gii- 1---g ' .9:--5 ;-1,---0 --2-1• -' ----,ii- 0 .'5 153. .. 2 .rnax 10..11 i _23_, .003._L.13 0 113' 9 1,25: .002 . 1:131O ..!27. .2401 0 ?7 C 0 13. 154 min -.115 25 6 277.7,.,...9-0371-2.13._.0. 113 0 '27: -.003 1211 '241,_ 1.434 • 1 _ima.x..! 1,104 1_23__I .91613 ..,014 .27._ 902 _23 001 25 025 13. 1E5 _ 3 max 10.106 23 0 . 13 ' 0 1.9., 0 25._ 003 13 0 127: ,34.3_, 2 , Int_-_,!-2_918_125 . -.003 .27 0 ;13. 0 21 -.105 .23 •,322 27 188 11 -117 25 0 13 0 113 0 •13. 0 27, •064 ,2A !242,: .. 1m7x •i089 1 23 : 004 :3 _ 024 _27 002 .23 00E 21 003 .15 187 4 max 1 0 102: 23 • 0 . 27 .001 '2 5 1_ 0 25 .002 .1 3 0 127 _2•14- ,,ir. -.2,9.22 1 2 5 1 I 27 , .b 13.. 0 21 .072 .27_ .273 23. 188 mal -,113 25 ' --003 13 9 13' 0 13 0 27.1_..0.93 12_11 ,...24.8 I_ . . _ I 3 ImaX_:.1.074 :_23.,• .024 ...2) _ .03i _27 003 23 -009 .15 03 2: 189 5 •333y: 10.098. 23 0 27 , .0.0325 0, .125 0 13, 0 ;13 :246' 'Min •2 1226 i 25 --021 ' 23 ' -,.t1 15- 0 121 -.93 23--1 8'2 23 190 min -12 , 25 . -.C450 13 , 0. :23.[_ .-6 ,13 0 13, 0 ;131 1 247• „5._ Ii8a,x_L001_i_23_• ...00.7 _ 21 .! .02.7 .23., 003 23. 007 .15. -00215. 191 1A21 I .max 335 13 __.009,_ _23 0Q3...25 0 .;23 0 .13, 0 _ 13 '2-1F' - - /mia -2.921 25 ' -0i 27 -,001 15 0 15 -377 2 2 ' 192_ _ min -5..321 • 27 003 25 0 1.71-9 13 0 13- _0 l ) :24,9 I , 5 :p-.-ax,_.98.6 , 23 : •007 , 25 . 037 .23 003 23 0 .13 0 13 193- 2 max 332 13 004 23 001_;25! 0 :23 .003 23 0 25 ,-•25P..1 - __. ,'6"-11112•021_25_____ 0 23_.-.A31 15 0 ;5. o .13_ lea mir -9.151 27 . 0_02I0127. 0 13 002 15 -.003 ni 251. Nills-_-__1 _kna,,...! 4.7,84 21 _ 0,13 . 13 ! 024_23. 0 .15 031 23. 15-6 _27 __ _ 195 . 3 ma•. 329 13 _ _0 13 . _0 _:131_Q .:231 .004 .23 _0 in: .252. -- 1 rra,,r .703.-_-7 t 0 V 0 13, .003 23 -018 25 •029 151 196• Inir. -9.321 ; 27-', .._9 _,13 _ 0.._TitO_ 19, .002 .15; -.00i 1.231 - . . _ M----- --7- .2- .r;. rfi- ge1-2271--:- --P-----rP--i 14-r-2;i- -0-1' -15 053 23 7 _27 4 max 326 '_13 _•MT__25_ 0 i.23I 0_ 1251.__,_003 _231_0_ 125' •131 -,004 23 -002 125 .021 15! au' [0:0 -5_132i-- 27-7 7,6•04 . 23 --.7601 121, 0 -113 ,4113.2 157'-.003 1221 I 255 _ 3. 1ax,:.4245_21 __.c3a. . 23 ! 002 15_ 0 15 05 .27 25.5 .23 199 5 max, .323 , 13 I -003 25 0 __1231_ C 231 0 :131..__p_ 1181 1.-24.6.4 __i_ _ Iffilel_...A'92_7J_,.0.1.8 '....15_:_-0252q.:_-...0.03 33 -015.. ..,1,3 .005 251 2033 rain -9,321 ' 27 T -009 23 -003 .2 1. 0 '13' 0 13, 0 ,1 31 i 2571 - 4 Imax1 4 5E1 21 . ,026 . 23 0 .15 A 2_1. 042 23. 125 -23 201 M22 . 1 Max_1_4.509 I 23 ; .005 .13,... 0 1_23i 0 !271 0 1131 0 13'; 1...258i- :- * --417tiri 1 ,g28 1- 3 0 ' 25 -.7635 '23! -.003 23 004 15 -.007 -131 202 . .Mal; -..1Q8 1 Z5_1_____0__ r 27 ,_-.002.12.th.._9..i21. A !13151__113; 1259 __, 5 Imay.1 4.661 . 21 _017 27 ,_ 0. 15, 0 21 0 13_ _0 15 _203 __ , 2 ._r1V,._14,605-1_13 • 003 13 . 0 1.231 9 1271 .,002 1131 0 27, 2-8:0-i--- .- t mini :416§-1.7irr „doe-r-I 3 i..04-5 .25 :.003-;2‘5-,-- 0 .13 0 -;al .,_104 miti' -,c01--1- 25 1 0 . r , -,ocT11211 0 121, 0 127,-.003 1211 261'_ 1338 1 1..m. .4 5.666 21 : .015 13 , .02 ,23 _.0 15, .029 27 155 23, 205 3 max 14 601 ..23_.1 0 13 013' 0 !271 003 .134 ._0__'_27.i P5Z.1- - I I mini ..i. z.._.i 1 .001 1 27 _O._'131.:...0.03.;23'... -028 _,21 .,004 .15 2,05.., rrija_._.„111 25 0 ' 13 : 9 '71.3-1 5 121.! 0 127, -.004 kill 263_1_ _ I 2 __;mard__:5,67_ I_21 1 .005 , 21 009_,231. 0 :15_ 055 23 163 .,2?, 207 4 max'14,596 23 ! 9 27 ! .001_125i 0 1271 ,002 1.13, 0. 27' 41:,--s-!' imrn 1 .149_ 1 27 1 -006 , 27 0 13,-.003 .23 -.004 25 -A0A 15, . ... .._____.__. __ __ ._ .. ..._ . 208! :mln, -.11.2 ,_25_1__".0.03 . 13.1 _A. 1271_0_ 121' Q 27.1.,..003_121.1 I ' Imax1_,.5 6 8 1 21 , 035 23 001 11',' 0 15 04 27 772 23 209 • 5 mak 1 14 592 23 1 n 27 : .003 1251 0 '27 0 ,13 0 1131 1•28e-i------7---....---Inlni 117-27 I-'C65-I 25 -.0-2iii96 ":z3 -.015 1.3"--6;58 -•/-..5' 21_41 min. -.114 25 • -,005 , 13 : 0 '27i 0 21 0 133' 0 1131 267 . j_ 4. _max I.,5.56121__ __,023 ;_23_ 0_ ;15. 0 .21 04 _23...109 27 211 M23 . 1 .max 9.472 _23.__....006_ 1.3 1 A _.11_51_ 0 ii5i 0 j13 Q ;13! ._ZU_I_ 1 27 i. 0 • 28 ' -,,03 '-)3,-MP 23 005 '5 -007 131 212 'min' 858 13 I 0 271 7;105 121 -0 12-7 0 13 0 ;131 269..L. t 5- 'mainx i 51-5 I'71--• .01-4 --'7-7.---40 --15-•0- ---1'• •0 ---4-13j---0 :13 213 2 max 941117 23_, 00,3 131 0 .151_ Q. .t15, .002 1131. 0 127' v0; 1 min .12 I *i2 , -01 ' 13 -,.041 23 -.002 .23 0 P 0 '11 214, min ,553-__)3-...,__0 __-27._-.001 12,51.0_ ;27 0 ;27, -.003-12 1-1 '...2711_ M37 _: _1 1.7..ax____56 . 13 ,017 ' 13 _,011 27 002 .23_ .005 .25 .028 .13. 215 _ _ 3 ,max 5 462_23 _ o 13 : 0 1131 0 '15. 003 ,13,_ 0 127, _Z.7_2• 'mini -4,07 1 25 . -.004 ' 27 -.001 .13 0om'n -05333 -.202 27 216 '_mii.1 ,5,5 13 . 0 13 7 0 1131 0 i27 12 'Zfl .,004 1213 ,173 I I 2 _max, .5_44. _13 .., ..,004___13 0_22_..27.. 002 23 01 ;21. .004 .13 217 4 max 0.455, _23._____Q _27 • :00.1-;21L-0 ;10 -092 .13, _O. 32%. 274-1 ____ . ..Edni--4.014...1 2‘_ ....01 2 __:-..0.01_13_ 0 .21_-•053 27 4.245_23. _218 'rnin 547 13 • -003 13 0 231 0 127 0 '27, -.003...31; '._2.1P 1 -; :3 __Lmax, .520 _13 _024_. i 1 _ .032 .27. .003 :23. •012 .15..02.9 21 •. 219, . 5 max 2 454 23 , 0 27 003_I21'_0 _11 :,5 0 131 0 113' _27 JCL mrt1'-4.078 25 ; -.022 . 23 0 IS 6 31 -045 3.3 -.158 •/31 220 •mix -544 .-13_2- .7.00§._._13____Q___!23! 0.. ;27 0 t1,3 Q, all „27U _ ...... _.007 23.,__„024 23_ 00223 005 .13 002 25 221 3124 1 max 335 21 L... 005 23 .003 j21.1 0 1131 .._0 112,1 0 _113' '2761 m1111- F.172 • 25 • -014 1 27 • 0 15 0 15 •0.2, -27 -I -131 2.2_2 . ' .-_,3 6• 2 1 ,.. s____ ___En____ p-"- t.-1 lin ;13 0 t13.1 i 274.!.. . _______5... 1..r.n.a..x'..,g_k_____11 s_007 25 0.34 23 003 23. 0 ,13. 0 .13, 223 4 .max, _.332 21 : .004_ „ 23,190_1?1_1_U 15,1 _.003 ;231 0 .25_1 _:_fflin l...4...9,7_51_2pL_.,025__.:._23 i_P :15.; _A_ 15. A 13_ O _13, ''r..._ .1 2 4 min .13791 33 1 002 , 25 • 9 113i 0 :23, 002 115' -.003 1231 1..:4 1_,._ M38 - 1,,_ a-4.,i .353_ 3 , _.0 0.2 . 13___-_,00:6 .25. . 0 _27 0 13. 0, _13 225 3 max., 329 21 _ 9__ ...13.._o 1131 0 1'131 004 _.;.23; 0 _,25! 1282• ;mini%082 1 25 : -.002 1 2,,7 -,013 13' 9 31 0 13 9 14.1 226' .m111,-13,792. .23 J.____0 --L:g__, 0 ,,i_31___a_ 123_!, .002 Isi_.,..0,3,4 ,33j ,25.3, 7 'max,) ,35 I 23 .002 13 -.001 25 0 27 -004 25 -,003 25 227 _ ___ ___ 4 my,5 325 2_1 ! 25 0---Ili! 0 1131 003 _1231 0 :251 h2E4T - :----rifiih r---oe 172,5 r-o I 25 ,-b04 4.31 0 .3."1 .007 ,22--01 -131 225. min-13 793 23 1 -.004 ' 23 -.001 1251 9 323 .002 115' -.003 43! 1.265.,,A. _ ,)1'2L,,,247 : 23 ,.005 23 005 .21: 0 .27 ..001 _25 .1,603 ‘25 229 5 max• 324 21_1 _:.043. ;.25_, A 127_1. 0.. 1131 0 .13; _0_ '13 13.11-4._- ______iffird....z..0.7t_i_25 ,..-092. A.3 '-c02 .31_ 0 2.1.._ :.P.0.........:73:-...91 1-1.31 220 'MM/-13,795 23 I -009 . 33 ' •003-12:u 0 123 0 1131 0 1 1_287..i. : 4 ..,max 1 .177 , 21 ,,.005 27_ 0.81_21:_0 25 -.005 231 M25 1 Inav 81 _21_L 023. : 23 I. 0 1,18; 0 1211. 0 11,..31 0 'D.. i 2851 ' 10,1,7,1 -087-1-27 , --0-ie--1211 , A.I' :iii 0 -:13-' -033" -72T'1 1. 1-.Zi I 232 ,min -.585 . 27 1 ,011 -F,25....,...0.08 2.1:._0 127, 0 113, p .1_3; 281) ____ _ 0_ rrl,p;1 ,3...g_! 21 . „00.2 _27 .085 l...:2,.. 0 .35 _ C. 13 0 13 . 233 , 2 .max; 5,15_ 2j. ' __.01.2 ' 23 ; 0190 121_ .021 :231 -0i4 :27: "2-96 i -irn1311 -00 3-2TI--0.47 ! 21 ' 011 271 12 i37 9 119 0 111 234, 'min, ;8,57--. 27 1- .00 1 251-7,-00T1211 .0 --F27, :ooa 134:1 7.62:r[371 1.12.a.1.1.__MN _, 1 FraFI--....135 I_27 ...p..15__ 21_ -022_;27! _0 i3 0 RISA-30 Version 13 0.0 [0\...\..\..'t....\,I, \Aotlyx_Feed_Pre_Mee_Rev_7.23_C9lumn5m19/37) Page 11 RISA.:3D version 13 0.0 PA..1.. ..1...1._,...1.A0tiyx_Feeo_Pre_Mell_Rev_7,23_ColumnSt08,r3O1 Pace 12 12: kil :. ' ■ a I , ,... • COATIDAry Jacets E,g.leeting :kit),28,2D,5 ri Company Jacobs Ennineenng .20'.: •e- .0'.1 731,-,,•",••'-'• r. Ces.;ne• SKJ .,5,,,r,r,r- ,I', Cgne: SKJ • ■••• -, • - ..) .ct rber 25P,A.3011 Checi•ed B,,..KG I_In r.....;,;..-_ Jat igionder 25P31, Cnec,eC 81y KG • ,.•-•,•,0• ••0 1.,,dei Name Feed Pre Mee ,„..,•, 0,,,, Ye.cei Nile, Feed Pm Med Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Mer•ter 8ec Amaliki _LC _y enror11.1_.i.::. ;,-Snead.LC....Tdi.q,sei,.LC,_,,y P erne pia. IC:.-z Pa. _LC __.....pernaer Sec --6•021119--1..C-Y.Snex1911._LC. 7.Shear! LC Tc,quel Lc.,;mern:r.*, Lc...:-..:2,1•3 _L,..• _292 Pain -,655 21 , 017 27 -.IX jg1 0 25 0 13. 9 121 349 _ _5_ _max; ,05_ 25, 9o.,_.21 005 2: 0 25 0 __13._ 291 ? ,ma,. __in 27 ,._,0671_23_1,-,016.127' 0 ,13..;_, ,003 _.27 ,025271 i.-35-81-1 : __ _i_03,10_1_,-_,J21...;_.23,.. -,002 .27 ,003 •,27-,_ 0 .15 0 ,13, 5,_ .15 .194 min .657 21 ' .013 ' 27 , -.13 121' 0 125, -048 21 -.142 21.1 .35.1 _M46 -_-_--1 ...m.e,x__ .05 _13 01_ 27 005 27 0 13. 0 13 295 3 max, -043 13 1 ,0Q3. :_27 1 _o 113J___o_ __;271 002 125 ,..004_27 j.352.J ,...._ agal_.:_072_1_211,__:. -.024._ ,0•15 •2,11. C _13 0_ __;31 256 • mln -.809 0.00_ .1-_z:i !..-..1:0-1? !.. 0 DI -.0.04 431_,P1:0 031 _353._ _ _ _2___max t .049 1 27 . -.00.9 • 27 0 )) -003 .27 015 ,23_-022 •25 . 297 , 4 111p7• :043 . 13. 1 -002 ' 27 :.007_1.13' . 0,_;27; 0 . 227 ..eizz '2.t.-., ,3.4• • 'mini -033 ■ 21 -.017 15 ;ail I25. -.076 21 -.004 25 -051 12, 298 min -13.71 • .1_1_ -.ODA L.,13- 03_r11:_0_ ;21 -0071 :13 ..011„ S1 355, _ 3 'fria?t, .0.31.__,27 . 028 27 • 001 .21 -603 •27 oi 23 007 T:=, 299, 5 max -043- 13 -,001 25 614 13. 0 27. 0 _13 _Sl '13 1358 _..1.0jr_i, :gal 2.: • -.051 21 --.004 27, -.026 •21• -01 25, -,01? .13' 300' min -31.3. 21 , -.008 2 0. 7 . 0 ■ 0 13 0-.1-.11 53837- • 4 ma013 , V -.047 _27 014 ,21, •.003 27 005 .23 093 ,21•301 M.10 1 max 1 27 23 i 0. ! 15 ,p12 J32., Q.. ;21 0 .13 0 .131 1..35:8' . _Min...1 -.62.1 _: 21 _ z.085 __21_ ..... 04 .27._-.025 2.:. o 25. 648 271 302_ rain 03 12 7 -006 -2'5 •022 113i 0 .27 0 12' 0 _111 355_ _ _ 5 _ ennei :•.,005 . 27_ :C43 '. 27 _026 21. ..003 27 025 21. 227 21 303 2 max 1,265 25 ; 0 : 15 ::.006 127'..,_0 _121' -,015 ,n, •005 2q 6.0--. ■ipin: -,.531 ; if .118 21 -604 27 ....02c, 304. alai .03 • 13 i -603___25, -„.0.11-1,1_3,1g .2.7. -.023 ,21, •.018 ,li: •3611 N147. ___ i _ma:5.: ....122 __23____ ;225 ___23__ -_,03 _13 -624 _13 , 112 _21 551 23 305 3 _ ms i.: 1.261 23___ _0 i 13_1 0 _13 0 21: -02 j27 -,00,3 25 39;?• .min -.954 : 25 164 25 •157 21 • z3 019, 13' 2 25.: 206 min 03 IL, 0 13 • 0 13! 0 :27 -03 ,21 -A74 ''', 331. _ , 2 63.-3, _.).42 23. 204 _23__ 002.,'27. •024 .13 023 _21 _344 .23 -307 4 max 1.256 23 _ .003 , 21 , .0_11 I134 0 12P •-.015 .27. -005 L2f;.1 :pun'. -,4.44-La .3.11_ 2.--.5...._:„.Q.2212_-.13.4 .23 .00' 1.3 ,..:54 25.' 305 min 03 13 1 - 0 ' 13 005 1251 0 -27 -623 21 -Al& ■I3. •3451 _ ___ 3 _ma%_139_1 23 • _1P9 _ .002 ,;27., -624 ,13 -Q.! ,23.. 232 .15 309 . 5 ,rnax 1 251. 23,_ .005_ ,_3J_.1 022.:131. O. '21. 0 :13: 0 i31 388 - siIn' -648 r 25 10;; 25 -022 ..21 -124 213 i':: 1_3 •10 ,min; ,03 . 1,3...I__ Q _ _1_,CA2..).25.1_5.2. J271 0 13: P 'JAI _3§1.,, _ .!_ ..1 m2a X.1_..1.31____23_ __ .174 __22 _22_02...27 -.024_13. .01A _23 13 .15 311 Mal _ I 'max_ .037 21 ' :004 221 • .007 '27' 9 127 0 ;12: 0 '131 L30...1 - • T - .'Pin i 'C'4.5 r'' ' :04 .-25 %015 123: 11: '25 d88 25. 312 min -172 V -■ -01Y, 1 ri i -014-5--sr--0----121i c; :13( 0 (13! ,3,/,4_11 ______ 1 5_ .M.py .123 1_23 .....159 , 23 _602:27;-024 .13. 015 .27 035 .15 313 2 max, .039 21 .1 _ Q0.3_..1 21i:Al', 1211 0 1271_ -003 i2.5.1,00.2_127.1 1.-247.Q i r . Irnir,..1:_pg:1 25 j_)$.8_-- 11.2z. i -..01 i 1.2:;__-,131, 2.3 -01 21, 002 _13/ 314 min: -.1,88-1.-27 i -001 T if 1....courf s _6---121') .,012 123i•01'1 i2-.11 '711 M48 ' i 'maxi -07.2 1 13 ' ;' 15 -602 .13 .039 23 0 _12 0 LI ....-_,.. ,_ _ . .., 3.5 3 _ [Mar .i..142121 La03 1_23 ' .908_113' 0 :271 -.002 1251 0 21 1-3721 1- 1min 1 -12*._-1 21 1 .045--1-25 1 -017-1.231 015 .131 Q 13 Q 11: _ _ 316, ...tmir 1_1,10 1_27_1 -.0.42-1_25_1:-.9a4._123.1_0_,2,2.14 :0_0.4. _In.l..Z..4772-1 313 i I 2 ,rna,61 -,02.9 1 13 ,059 12 1 -,002 '130_39 22'1_-,001 _13,023 •25. 317_ ' 4 .m.-po_044 ' 21 1 006 [ 23 1 .02 1131 01371 3 123! .008 ,21 r374 I . i-------1 mfri 1 -.119 tl 21 1 037 I 25 I-.012 9-1-13I 015--rill .,007 123. .043 151 318 ;min: -IA. : 27 : -„005 i 25 1 .01: 1251 0 i2--17-.003 .;251 _004 1271 1 3751 I 3 'maxi -.029_1 13 . .054 ' 13 1 0 127t...t.0.29 ;22, .4003 _11: -041_.25, 319 5 _max.._..092 21 A 0 1.27_Load_1.131 0 :211 0 '131 0 1131 ;X..5_1_ 1 --1M171'/-•,114 i 21 1 ._028 L2-5-1-. 2.11 01.._11 ._ s.93 _123:.__!..077 13i _2120 min -,142 1 27 1 o i 21 I .002 1271 0 :Or 9 ii2r 0 1131 0_74_ i 4 ime.y.J -.020 : 13 .__:.056 _1_27 - .005. 271_4039:.23 ,.pric_:13:._-.03L,25 32i M42 . I max: 486 23 I 0 I 13 J -.01 1271 0 4_1_3: 0 i13' 0 113.1 .378 t 1 i min! -.199 1 21 r -.101 i 13 f-005 1211 015 11-3' •009 12.1 -.075 131 322 ,min 1 Iker4 :_ti."-rti:ci.136Lx..L.L,,cuLL13±0 ,121L___ c ..113iLa_j_t3j 0.79,1 i 5 1.0.A.s.! -022 1 13 067 1 27_' 01.5_211 .032 123. 0 13 0 It; 323, 2 _max .46223 0 _ 1_13_1 -.005 1271 0 -.(131 -009--.127.1 -.003_1251 13L0 1 : - 1mh 1 -,0_9.- 123 , -1 g 1 1 i • 1 , 1 1 1. 0 .13 0 131 - 3.74 ,Mill ,044 -1 13 -.003 -1 21 '17.ctill3r•0 123, .017--- 131i -,01.f 1131 L3S1! t:.4443_.1 : :max: 083 1_23 ' t153 ' 22 ' .008_121 .035 15. 015 27 .114 t2.3 325 3 'max 47_7..1 23 0_.... 131__0_1131 _0__1131 •012 1271 -.004 12.51 1Z13.2 I • '1111:1.L..-,,C47 1 25 ' -UV 1-2-5 I -.035_1271_002...D3:, -.01 i21r.__:024 _13: 326 min .944 , 13 1 Q 1 13 1 0 1131 0 12-3• -.023 21.1 :0-11-11Z1 13831 - 1 2 ,rna..*1 .082 1 23 _ 0 15 _4005_12_11_015 :15 0 21 033 .27 ':-184-1 . I min 1 ,035-1--2-5 : -.032--1-73-1--,016 1-271 .002 '13 -.618 -2.3_ :.11 327 4 Jrnax .473 ...„23 1 ,003 ■ 25 1...009 112'_0 113!._ ...Ogg _1271 -.003 1351 328' ,min, 044_ 13_1 . 0 _1_15_L,a9,5_ri$1. _0 ...1-13-) -.9-17- :ii I -.9.14_ill L.885 I_ _1,... 3 ,max, 0751_23 057 23_ 0_19_123: 05 J 5 0 _.15._,032 27 .329 _ 5 _max...,.„468 ' 23 asks ' 25 1 0.19 113 0 :13! _ 0 '11_3t 0 113 '3551 ' --Imin 4 -.026 1 21 ' .919 i 13 '-.002 1151 004_ 75- -.038 .2-2. -.041 -1-ri 330 mix 044 1 13 , 9 ; 15 .01 1251 0 '23 0 131 0 ■131 ,3821 . _A____.m? _075_ i 22 ._ 623_ 23_....037 123 05 15 0 25 -O. :25 331 M44 1 max' 047 21 .338 15 : .0_08 !231.614 1.151 0 13: e 1121 !36!!. _ _ 3 ____ Lroin 1 -.,014 1.2) • .0.1.7-._1. 1 s ._,..02.:1:15...005_ 25 -.002 15, -692, 13_, . . . . 332' min -182 27 i .042 : 25_,_,-014 ,251 •,9134 !27 0 13; 0 ■Il L3891 _.J. 5. Imax, .07..i i 2.3 0.9.2 I 27_ .0U...123: 06 15 06 27 t0.03 .13 _ _ 333 2 men 647 . 21 01 27 I 608 123i 01.4 1_15. 615 23,! •,033 125' i_19_0": 21011 -.002 I 15 ' 052 r 13 r•IQ i15. .005 125 :004 :15 .033 231 . _., __.. ._.4 334• .ml -.208 !. 27 : ,618. 13_, _O___;131,064_127., ..008 •2.8.! -.300 1.151 ,...3911 M.50 4_ J.. Imp x_.,055_1_23_j -002 1_27_ .002 115_ 003 12 .06 27, -005 25 335 3 _max Q47 I 21 -.039 ' 27 1 .022 12114_D5:. .029_ _23: .08_9-1131 12,821 im013,._--1-2-2.: -•004 1'15- -.06 1Si _Z428 min, -'34 27 i -3.64----7-1.3 ' 4 "Ti31-,p54 12.7-• :003 '131 •038-Tin i 393 t _ _i 2___ Ina*. ..0k4..._1_13 . .223 15 337 4 .rnax 4 .023 : 21 532 ' 15 I_ ..02.__12atc1.0.42.5.1, .005 ,251 "9.1151 1%..7.,..ti. miri r..,46 t -i.5.:_t___..33...4:_-:=3:5 ...02,7.127-7 7._.034 .27; .05:.: L2,3_ ..,...r ',-.•1-L..1$4 i________ J,_ :3. __Inax. ...,0 0.4 ./-13_.•_...--.1I.,.=.8 i 25 9,5_,2,1 181 15 021 21 1 253 15 mIn 005 ta 1 - i63 3 25 ' 02 1131-.047 115! -.015 231 -1 E'4.• ii51 339 5 max .008 i 21 105 : 22... ,002 11'21 ,004 !25, 0 13: .025 115 '395 1 i min r.018 rii , -632 7 15 •017 l2'7• 4 .27 -00$ 27: 1 -271 340, .mh. -.017 , 27,4_ .086 2_25 . •00,3,12-7.st,657 115, ..010 1,23 -,495.1,25,, .392 I__ _i. 4..._ Irr...a_F.,_1_..-.001 1 _13_' 1,8_65_ 1_1,5 -.005 11/ 183 23 122 231 3872 15 . •341 May__ 1 _tmax _4_qtl__...._25__. 40C_! 23 1 ..0,0-i 251 0 '27:__. 0 13, 0 ;13; 3-96) 101 ,2,16 1 27 , • 01 r1,3• 163 -27 min -.104 , 2-23 1 ,002 i 25 1 -008 r23i-0 HS, 0 .13 0-li3J I_P.=.1_1_ _ __I ____5__ Ilimi__-QP:._)..i. _ 1 803 1 15 L_-XS ;13 .183 23 .007 13 .142 25 343 2 •max .059 . 25 1 .C,10.4 _• 23 !:195_1254_0_ 4231 .005 ,21! .006 113 L-5-914.1 _ .___ Lcoln_l_:-.94...1.1_21.1..._j_8_. I_22_ :.9. ..:23 .022 :25 -,09.7 -F2Z: :..9t::_.15' ...3E.4 __mj. •1 ,_Za_____-_,Q9•1_. 351-011 !II 9 '15 0 '27 a z_q: 1 481_11,481_ I --I_ i.fnax:_;0138 1 12 1,803 , 15 . ....p.41 _22 -142 25-__ -.0-07 ---,:3 .0:22 25. 345 3 flier .05? 25 __.002 _23 _-_.61,02 1251_0_ in; 0 ,27 0 1131 1402 'mix' -.054 1-2-2- 1-8- 27 001 13--91-9 .15 •047 '23'•182-.231 346 min -.117 23 , :002 . 25 0 ::15 0 _21: .,001 i311 '4031 ' 2 . 1max! -.01'411 13, . _.1.595 . 15 .028 23.-.112 .25 -003 27: -237 25 0__Iv 347 4 max 066 25_ . 0 _13_ ; 0 .25._ 0 27 _ ., C _ i28' i min •00,1 23_ 15, 27 'GOA:.j3L.,....9/9 16, •.931 348, mm -.119 23 -0 . 25 . 0 ,13t .0 ;15 -,002 21 ..003 231 '45, _ _ ._ 3 1.810X .2.006___L a -651 25 ,01 23 •;42 .25 015 27 •,248 25 RISA•30 Version 130.0 (G I 1...1, ■ ,...1.1P.gilyx_Feed_Pre_Meli_Rev_2 23_CaIumr,Sreft'30) Page 13 RIS4,-30 Version 1300 iG v..t..1...t....k..1,..14.geyx_Feec_Pre_Mel!_Rea_7 23,..C3iumnSni5 r2e1 Page 14 ) ..1-1,. , ' 3 • c , 3 73 Company Jacobs Eng3neenng July 23,2015 Compan: , Jatobc Engineering July:.n 201. t...,,-41-:,re r c.A Designer SKJ ra rA Ir.,5r-.1 [Jenne" SKJ 1 ti ff:p"...II•.-D if-T. Joo hlumher 2r1E1V113011 Checked By KG isracilz.„,-4.1, Job iguroter 25.1.1130 ft Cheet ea By KG /E.c..101.PCORZ mooei Nante Feed.re Melt :r"..e% oco, !Jaded Name Feed Pro e.11 Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Mamt,et__ See ...Ar1o1113.1___LC_____y_SagorIKI LC_z Stgari,„.L.C7praug1 .LCyryMgmeplik_.LCr.:ARo„ LC LI e_r_n_ger •53,51t1,1 ____Y_4111ePliki..__,LC__a_SSLe_arLi.Caor.queL__LC,,3-33,Worn dr311e.„1.3"...332/3)3,3, _A.g9_ ;rrnTi- -07 , 21 I -733 T--1. 1 001 1131-.979 1151 -.021 '21 -21171151 463 I __:004 13_.48.3._..15 407 4 ?max -.006 213. -,.11 LTA 1 .009...,121_1_,142_,_125.j016 1271_,..1425,1 1 i .464 1 1 Lam I-1,449 r1---5-i_ 51:8-__1__15_"4.059_1231-1.335;15, -.678 ,23, .0193 .25 406 .:ein. -081 21 1 - 4 , 15 1 -.007 1271-,979 115- -,01 ,211-1,170 051 4654: : _3 I__J66 1_25 I -.177 75•,_.025. 21 .4322 27 •002 13, 1.4 15 409 5 'max -pas_13_ . ...1.3.2. t.25_1,....,909 '211,1442_1251. 0 113;_ 0 1131 ..1. 1 L..._ I rair;'T 4.452-I IS I ak43..._1_1- 2_1_7.1231-.1,335_115,__-,267_ 1-23.. .222. .25; 410 •.:1,119:. 7,091 ;_21_1_,1,149 1 15 L.0221271-.979 itsr___. 0 _I:3L ) -1313 .44571 _ I_ 4_ ___:_Maxl ,V3_, „I 25 1 ....2.12_• 25 L,025 2; _4.022 .27 021 1:5 283 15 4j1 M52 . 1 •max._I::-',-47 21 , _ope i 212005 '17_1 0_ 115: 024 1211...0_36,121 _4311- :1-1- 11-1:15i 1 1,5 i -1 31 7 15 • •L99 123-:-1 335-.15' -42 1-23. 447 25' 412 .min.! :,519 -. Zil.-!..._-.-.0,1.6.--.1_27._iAL.t2.-1.1. 0 -..!2g:.._.,PP37_..1.27.1..-.029_12-1. '_49_..i _ i __5___max I ,67. ! 21 1 2 962 ' 15 . .025 ;21' .307 '77 183 :73 172 27 . , . .._ - •._ .... - 413__ 2 1_Lax ,27[_ 11-51 093 251 .001 125 4701 -1- 1 mIn 1 -.01i_27__I An_ 1 15 1: i 2.127:.1,349;15, ,004 13__-.,05,5 15 414 'MO •514 27 T ..ot3---- 27 . ..,o1.9712-11 0 123 -.005 3: -OS 1 3 , 4:i:1 i fy15.9_._ _1_ max i_.01 I 27 ,0.00.. ._25 2,911. '27,_0 '13, 0 _13 415 3 max 1.551 1 21_ •__002 ' 15 ; .017 21' 9 115__ 0 27 .027 1271 _47.-Z12 _ . inn I „33-3-__121q0,5 2,3 -021 'La__0, .23 0 _1:3 6. _1_ 416 ;min •505 27 ■ -01 1-17 -.608_1217.2 -._oiz ,iY! -02- 15; 2_ .max _.015 1 27 _ 003 25 -006 25 0 .13 -00.: .2.' -60-5 .27 - 417 4 max 1,553___21 _ .002__4_15_1 025,223 q ii5 ola 427: 06 _2.71 474! 'min 1 -.386 I 21 1 -003 23 -.01 :13' b 23. •02 23 •.9_21._21 413 .min -.504 , 277- -.O.oa. 27 , a .2a, 0 .:23 ...CI., 21, --0-2-r_1151 .4751. 3 max___019 I 27_,_ _O 13 _O____13_0 ;13 •005_ .25 •006 .27 419 5 max 1.555 .,.. 21 _ 9.02 . 15_, .037_4234_ b 115_____242_ ___2_31._0913 1221 517,5. ,min i -'Art 2-1 , 13 0 '13 0 23 ,O27 23 '02821 4Z0 mill -40- 2, -.006- 25 : 0---0'T 25' 0 23 ..0,, 25' -02 15. 412.: ._ 4 _max__0.24. 1 27 pG3 274 Al 13 0 ,13 -.00,1 25 -005 27 421 M54 ■ max -1139 13 .. 1.591 15 .,945 ,27' -.153 '13, 691 .21 357 1231 :vial _ _Lnt,__,,36--__j_.2-1- _4_003 21 005 .27 0 ;23_ -02 23_-,021_21. .42.2 rgin -9128 23 -4 45 27 -454 211-429 /21 ,089 13: ,0a 7 2,51 •470-- 1 5 _man_ 028 . 77 .005 2r 021 14 0 13 0 .13 0 13 _.._ _ .. .. .. __ . 423 2 ma,... -182 13 1.24: 15 -91.5271 153_112.1_ .4235 211 7.159_127. 480' min .3 1 71 •1i05 2; .011 .11 0 23 0 13 0 a 424 min -9.161 23....•-...1.:417 . 273.4419.27.1_1-1qieI-..ii, 0 13_..1.„69,...1.5._1 _481 M60 .: 1__max. 3 177..„,1.,21._: :019 _25 6„90,-. .23 -.007 .25 .9.43 _23,...337 425 3 max 178 _ 23 5 705 ' 27 5 :21! •153 13. -034 .27 2.084 1271 _.1.42,r_ .1n-in,•'65-‘1- I 27 -079- 23 .157 13-7-147 23 •D64 25 -729 21 475 _auD. Q,-,u_ 1.3 4,9;5 15 -.Op 27' -.429 121 •53 '21 -2,36 15 2413 _ _! __2_ r_np. t 7.423 i_23 ' -.04._ _ 13 4.0:39 13. •.007 .25 15 228 25 -246 13. 427 4 max 8 949 27__ .21 _ 25 1_..if.,3_ 12.1.1„,153_p3; -.039 1121 ,214 '15.1 ,, _j_:. _ ,,. _ __ !_urrn-i•Lot_e_!_15 I ,05 2;.iL2,.:203'2_3jLJ23. _ .257 IA:3__-.6_1,3 _21, 428 'ma .1,207 ' 15 •1.90r1 , 23- -0387271 -..429-:21• -A04 12*/*_-_1,514 124 4g51 ; :__ me 7,182 1_23 , _.4.04 _13_-.039 •13, ...CO;_25. 10 154 _23.:116' 27. 429 5 :max_ 8.925_ 271 :___,3 6•I25._1_..17912 „.163_113 _.osa _05; 1.74,1_0_51 ;450 1 , --4-rdr,I 1.05 I 13 ' -.ai. T-21 -2,232123 -147 :23-1 169 •13_ ,1,1Z__21'. 430 _mip_-1 20? , 15 1 2,07 ...1_23_,....! -.0_3i izzi,-.4zs; 121; „I4T. ii3F-1.463_;27,1 497 i ._ , 4._ 1rm.K.L.1141 1 2.3 . -.04 13 -.03.91j3:_-..007 25 5C27 .23_017 _27, 431 . y55 .. 'max_ 121 _ 27 1-451.5 I 13 1 -.046 :131 2.722'23: 735 12.3: .508 'LI 4681-- - 1- 1 mir;1 1.14: I 13 , -,;(313 1 21 1.2.254 123.1 •.147-123: .05 0-3 15 zt_ 432 :min.-3.354 21" 1 1 182 1 27 1 -1.32 1231-,063 121: .D2,4 112.! -.119 123. 1_4891 ; 5_ Imax I 7.2.9 1 23 i -.04 13 ,....-.09 i 3j -.007, 125: -008 .25_ ._1169 23 433 2 .max -.012 , 13 1 202_ ; 13_1 .2 _1271 .04_3 123: 048 ,121 .209 113 ;490T - !._V-rut2O_Z_.133i29._._i2k.295-i3, -.182.__ __.03_11.3'i „..1q4, min -s65 23 , 1 -1-25 ' ---.057 i2i 1-.022-1 ,A7__12.7_,,12.9,1- ....6.:_i4 1.414.0AL.1,1,a.,1 . _j__. Lmax I 1 964 I 15 1 _,D09,__ 23__002 12;1 0 ,13_ 0 _13 0 ,1'3 435 __ 3 !max__231 • 23 1 027 1 12 ' .03 1211 ,043 123! .135 .271 ,043 121] '4$71 -I 1.-1771-TOTei-87 27 1 .003 T-25 0 115 0 725- 9 13 0 13' 436 -1min. -.,Qa._1_1,3 1 .a.-0 -17_25 i -,097 127.1_,Q2.2_?25.1 -,037 211 :.,001 121.1 :493 L , 2 -mayi 126.1 1 i_s__! oa4 23 .001 21 0 13_ 00:3 23 0 25 437 4 ....)max _.2.31 ■_23 •03_1 271103 :21.1 043.4123; .0.18 21.i_a021 ;27! 494 'n1811-10.2781 27 i .062 25 0 -p. 0 23 .0(12 15' -003 23 435 . mm ' -002 . 13 -051 21 ' -982 1271 022- '25 Oil -2-7! -,078 .131 ap.s; ..., _ ; 3__m_ar.I 1J358 I. As ,_ 0_, .13_ 01.3 0 ,13 00.1 23 0 25 439 5 max .319 23_4 _4,301...1 25 ' .159 1231_-_,147 !25 .005 *15' .36 1)3: .7.iek. _ _, ...____.na.ai_o:,1781 27_.O..- _ 13_. .0 .13, 0 .23. ,002 .15 -.004 23 440 nvn -02.9 13 -.531 23 • .005 1751 -289 123' -.022 25 149 271 4.97! _ _4 4_ _max., 1,956 : 15. .-_,p02 25 o 22.___p_ 13. _ 0,03 ___23 0 25 441 M56 1 ma+, -.104 27 .602 , )5 1 -.008 :13119 23 0 '13. 0 1:3 ....113-- min 1-16.2781 27 -00' 73 .bdi 25. 0 23 002 15. --.002-23' 442 min -767 21 ,, .208 ; 25 , 4,..1 1231...187 125 0 13 0 ,131 4291_ 1 5. nay.i 955,i 1 15 _-,po,3_ _ 25_ 0 12? 0 _13_ _ 0 _ 13_ __O _11 443. -- -_ 2 _.max..4,_104___27 _ 567_4_15_1 ...9.06 113) 319_23 •oe9 .13_ -22225 --5'0:5 1 min.r-i 0;2781 27 -009 ' 23 - Q3 '25, 0 3. 9 - 13 0 13: 444 'rain -.752 21 : .1-86 : 25 ' -079 T23. .107 125- -,1 _2.3A552151 •sca I M:62_A 1 _ _r_n_ax.1_15.539 ..23 , _,006 13 . 0 i 3 0 21, 0 13, 0 13 445 3 max' -.129 27 : -.105 : 27 I :003113! .291 '15 -001 -13' -.143 .25 1.502 r : __ _nig) 255__ J,3 0, 27 ' -.003,".2'.- ..0 ;27. 0 _13. 0_ .23 446 min -.525 15 . -753 15 '-,239 123' 01 127 -210 231 -.373 1151 50_34_ _ I 2_ Imax I 1_5534 1 23_,F ,993- . 13_, 0 13_ 0 .21 .002 _13,__5 Zr 2 . 447 4 max -129 27 -128 27 -.003 :131 .291 .15 -.005 :13, .5,93 :15 ._..Z...-04! min; _28 1 13 0 -27 -,001 :21 0 27 a 'rt. ;on ; 448 rn'n ,525 1 _15..1 _,.780.__!_15.1_4.218_234_..,0_1 127. -.4.75 23. -.0,4,7_271 :.50.52.„ ______;__ 3_ ;rgax.1_15,53_1, .23_40 13 0 13 _ 0_ 21_ _.00.2 _13_ 0 _27, 44.1:.1. __ _ 5 ,rna/c.. 09,1113 . 234 . 15 ; -.003 1131-.437 .231 .155 .27_212 11.5._‘• '5081- • 1mIn I 277 i 13 • () 13 0 713 -0 27 0 27 -0,2IL 450 •min -.062 . 21 I -.03 n-17 -,137 1231 084 113. -.0.14 .211 -.01ir27f 1.5117 . __ _ 4_ __4knaaj 1:;,.920.1_22 , a_ ._, 27_pal_;25 .0 .21 .002 _13...._.0 .27 451 M57 1 max -.&02. _13, 1 5,431_ , 2.3. 1,016 031_.041 ;25' _.933 =27.'_:i..212_;23, Llail ____:_. _ilant_.27.5_ .13:11 --.90,3_ _13_, p 1,23'. 0 _27._ 0 _;27....003..2-;; _4 5 2_ 1 ; '-2.• ; -1-1 :4 1 - le ..1 i 1 • 9-1 1 0.0.9 I_ _ __1 _5 1max'.15.521 23 1 0 27 ---00i .25 0 .2i- 0 :,3. 0 13 453_ 2 __:maxcp 1_27 1 2..62_7 . 21 1 .098 1271 0 1211 .116 .21 2.455 121! 510 ; frafni .271 13 ' -006 I 13 1 9 123' 0 '27. 0 113 0 --i'zi 454: /min, -.0g7_21:1-JBS__I__2Z 17-,1.12._Ig1.1_0 AlAt_ ..,1397 i271._„17§ 27i 1 511 1 I.A53 1 1 Ir1e&11,615 1 21 014 25 1. 022 23 .08 21 0 13.,._0 _13 1------ 457 _ __ 3 imax. ,pi 1.„_25 1 -.021_j_27-11.049_12.110__121, _ .092 _rf7:12.....:1_0_2_1.27,j ,512 1 1 rmin 1 .386 1 15 1 0 -,-15-1 o 131 •(57---27` 0 --7-10•- 0 13! 456 I min' -.001 1 151 -.714 I 21 1,059 1271 0 1151 -095 ;211-i.544■21, 1_5.13_112 1,,rrIpx I 1.695 1 241_,j .012-7 ',...25 1 „011 ;23 .0921, 013_ 123_ 0 .13 457 , 1 'max, 034 1_25 I -.1358 L 27 ; ASP 121L a _pit....,,,.api 25.'1,_..o2§ !271 f_s:_14.1 unga_,304,71 15 i a_ c_i3...I. b. 13 .1,0_7 _17_ 0 :1 . -Q0-.0 251 458 I mtn -MT 1 15 -I -779-1-2.1 1 -.031127.1 0 1151 -.016-- 1231 -144 (2.1,j 015 1 ..1 3 !max 1 1.715 I___21___! 0 ._ _ _. . . 13 ; .0- 11_3. .08 21 -0;7 23 0 13 -' ,459 . _ 5 _max .058 !.25 I_ ..,:1.2_ : 27_1 .069 1231 0 1211 035 •211 1 395 1211 1-Mln 1 402-1 15 !-- 0 ' 1.71 0 713. -.97 77.7i 0 1-13 -0-11 75" 4130 - - :min,.: -J513-1_25__1 ,,,e977_21_1-Lo_2F1251 6 :c5i_ 003 12-1,E.I.i._4271 1_511;111-6-11.1 ! _2. - _Lrr,;3A.L.1.1.1.6.__1_21_' .0_. _ 1.3_1....P___113 03 2; 013 73 0 13 401 M56_ . 1 'rna?: _,12•1 ' 25 1 -065 1 25 ! •004 1131 -022 127, 0 13! 0 11,13_:.1 15181 1 :nlin i 42 1 1.- 1 .007 - -2i •011 :23, -97 2( 0 :13 -.009 .25, 462 i min 1-1,49 1_ 15 j ..,3227,715 1 -.1:181.j23t..i.,321iT.,.,.0 ,113 L o 1131 1.519 I 1 5 :max! 3,a6 1 2.3._; 0 _ 13_1 0 '13__:08 _21_ . 0 _.)..3-. 0 '12 ... RISA-3D Version 13.0 0 [G:\_.l...l..l..\..1„.1Agllyx_Fee8PreMelf_Rex_7.23_CalumnShift,r3d1 Page 15 R1SA,313 Vors:on 13.0.0 (GA 1..\..5..1,..5...:Agilyx_Feed_PreMail_Rev_7.23_ColumnSOIft.r3c1 Pep 15 2....) 1---..! ) , ) ■ ---, P', j.:o.roany JaccUs Engfneenng July 23.2015 FT. ComPacY Jacobs Engineer'ng .0)1y 23.22,5 " •17,try,te-.• r Oes2c-m SKJ . ,,. s g SKJ '3 r,r,ry,„--,::....e R.,,Nt),,Der '25171'113011 C5ecived Sy KG 5 r.r r°CSp.. J°3%Wk)Cr nr be r 25P1/1)3011 c1,4.ken F., c.C. v r,,v,c,c c,,; Moon:Name Feed Pro Melt „c,,0,0 c,,• Mode)Name ; Feed Pre 17,3 Envelooe Member Section Forces(Continued) Envelope Member Section Forces(Continued) Vemetr See _ e_.‘,51115;41 . LC _ LCry,y_Momont()• 1.C_4.1.2.14 LC _ Lisiroe) Aec AcrioN.___LC y_StsatIlvi___LC__):Sneer;.LL;_rorrobei ..LE. 5_23 min 4 15 • -.014 • 21 .022 :23-1 -07 127 0 13, 0 151 577 _ ! .1_Irnax I AC15.. 1 .21 -.0_32 _27 : .062 _21_,078._ t 011 _ 27 -pip .27 521 4154 1 . _.718X_ ) 166_ _23._ ,022 __2.1____0 :251 z.....,2.3 ._.„0,12 25....029_;1_5, 5.fii-i._ _• _. .:min.r.-.048 i 13 -Q82 i 13 •00_8 27 -.009 •13 -.t 2,1 .„151 _13, 622 min •1.757 - ,35 1 .01 : 27 .007 :231 0 :25 .Q3 T23 7 2,f, - Imax. ..405 .. 21_ -,056 _27_ ,; o,7s ,21 .078 ,21 0 .13 0 .13 523 2 max 1.151.. 23 ; .006 • 23_;..005 127. ,C32..223i .005 .21 C 15 1,...58D...L. ...,..__i.min L.:441:1.13 • -.1.26._.: $3_ 0 12_0_13' 524 ,inIn• -1.751 • 25 „002___ 25 ,-.003 ,I5i O.__.25., -,062 :27.1_,* :231 •561• 44.70 7_ _1 __Ima4.87 22_ 1.5_85 _ ..015. 15____.223 3_ 0 .)3 0_ 13 525. 3 max. 1.1_36._23 ,_.)322 .;__-21 _ .021.4_23 •014 LI.3.__,ois Al, 1 •min -051-! 21 934 27 -.42 25 •3:t 25 0 526 min; -1.768., .25 ,..01_1___. 27____.0_125! .d .,:13 -.059 ,23 -.218_1231 1.5.83 • 2 !max,__,076_: 2l .,04 21 .065 _21_.335 .21. 024 ..23„ 0 .27 527. _ 4 .raay. 1.079_ 23 1 ,Q-35_,_21 .. .031 1.23' .002-;231,_.008 .1,21_ -005 125 I 584• .min i :,.Q.b_' 27 0.12 _17 ,094 .2 f, .003 ,27' •005 25 -.312 •21' _520 min _Ili 25 . .018. i 27-, 0 -1251 0 '13' •,029- '27 -.125 .23; 685_. 172 27- , .03_ . 21 , 2 ,23_,,C05 27, •01 13 041 21. 529 5 max 1.064 23 -.009 _25 .o4,2_121 .,002_ 123: 0 !13! 0 ,I3, :586!_ Lmat.1_,..,,13,17E,2,1_ -.):10927 -..0.5...1._25. -.052 .21 -024 23_ 002 27 . _QQ_____________ 23 • 0 125' 0 13 0 587. 4 ax- . 4 1^ •19.5 '77 731 '1 09 1, OR2 - -71-, 27 531 M55 i max 2,534__21 . 0_2 __23 '.,003 ;27: 0 ..:13 .051 .22. ,254 ,2 2, 5881 i min: „567 1 23 •1..,361- 21 •3.3___1,3--055 13 -,202 21 532 min- ,49 13-. ,01 : 25 -,0,542 351_-.06i 123, -.025 ,21, .02-9 131 .5pli _ ____5 _.L.:Liaxi .337 i 21 -.2091 27 _ 09 _25_ 485..21. 3 „1.2_ 0 .13 533 2 ma> 2 515 21 _ pi i 21 1 0 1.25 I 0 ;13 .069 23 249 123 $Q. Min 1 -.289 I 27 -i..289 21 -6:05 27 -0.13 13 0 13 0 15 534 min 474 13 .004 13 -008 /231 2_1_23 -003 25. 30.4 031 1591 1 M71_.i 1 _...max.; 051 : 27. ,, 019 _.13_ ,005 .27 0 25 0 ;3 0 13 535 3 max 2 496 • 21 036 23 0 _;151 _Q. :13' 045 27. 231 23! _59-2.1_ i - - Jriir;1 -5587121. .01 ! 25 . 0 .13 0 15 0 13 0 13 535 • min• 458 _. 13 . .007- 25 -b21 I231-.00-2 23 -015 13, 006 '2.5.1 693!_ _ ! 2__ rrlax -.054 27 _ .009_ .13_ 004 27: 0 .25 018 .23 •13G2 21 537 4 max 2 44 _21 024 23 0 •p 25. 039 22' 114 ;27 1-594• min 1 -,571--1 21 .775 2.5 0 13 0 15 Q 25 •013 -11 535 ,min 423 13. . 0_ _. 25 . -...0.31._;23,1-0.02 :23, .003 '25 -.066 1131 L3051 ,„.. . 3 jimax.__057 t_27 . _ 0_ ._13__ 0 .13 0 _25 025 .2z. 539 5 . max 2.421 21 • .016_ 22 _0 1151 o 25 0 ,13 0 15 1...5-116 i imin. .574 21 - 0 13 0 13 0 :5 1.3 25 -012 131 5-__AL_ 71:0 407 i3 -.009 1i •.-04:2 411.2002 Z. 0 ilL__Q.__ii3i ;5:9.7 „max: ,25.927- ._r -.005 27 3 15 0 25 0;6 23 •002 27 541 t.166 1 max 887 25 924 21 .25 .27:. 0 '21 08 21! -.722 ;13 _598_ j_g_lip •17.57(3_1_21_. -,06.9. 13 • -,0134_,23_ G 15 01 .425- •-..913 13 _542 _ min' -„022 : 15 : 31; 'J5 -sni-:gi, o :27 -07 -27 -.144 21J 15,09.; 5 1:11 I .6a2 : 7,7_ 27 0 15 0 25, 0 .13, 0 .13 543 2 max 455 : 35___ -.381_ _2.5 ..-.3_02_13, ^... .21_. 232 27, •.5i2_ 27 .650 1 . I min! -.579 . 7.1 -019 13 I -Am 21 0 15 544: -- i min -Q67 23 -T.C31 ."2:,-; --.21Z i,23., 27 -006 13: -.505 :211 jee,01 m7DA i -: iilla,,,4.,..J.,),q4.....) 2:4_ 1 ,i__._2 a, . 705,21 _.299 .15. 295 _27_.765 _21 3 mext 443 25 • -.4 25 -002 :1 3' 1 2 1' ,pos 41-3424.7 22 15021 :Min 1 -675 i-73 -- .8-59 ' 13 187 -;,..'1-4111 27 .206 21. 18-0 •13; .$45 ,Mic.,__ 87 23 , -.965 , _a3 -.245 231 :27 -035 .23 7-,188 '251 1 4_03 1__ _ 2___10x_i_,053 1 25 ' 1,.1.17 ._21 so_ 21, 299 15 -028. 13 •624_ 13 547 4 ,re, 43 25 1. -.4_19_1_25_1 -.002 1131 121' -.011 ,13i 1.352..231 _0_ 1-r__ , ___ 1 rni321....2:.5.23 1 23 1 503 i 3 %.1.57 ;23._-.011..27. __-,197 ...21_..1.38 211 .! - 546 min -067 '3 1 -• 594 i 23 . -26.1 :23: 27 -12,3 23, '7324 1605 ,• Imp.x_ 697 . 25 -.415 13 .243, 21. 3Q9 15 .022 _13 -1 ns :3 549. .. 5 max_ 327 25 I 2.009 I 23 L 429 j23: 113 0 131,125 125 :605 1 'mint -727 1 .23 . .1033 - 21 032 11Y -094 22 -236 25.-2 9282.k.j j 550 .min -.015 , 15.L ,356_! 2_5 T_si9 Li ffill,___LI 3 0 131 -55 '23 607- _ 4 _Maxi__,7.j ■..25 ; 1.474__ 13_243 :21 :,.„Q9 ,I5 248 21 -448 .27, 5_61. M67 I may 11373 ,_21 ..._1.18._ ..,211 ,156 :271 _____!2_2 .041 - .21,11_,14.4_21., 5081 t min' '727 i_23____,L3_9 __?_ . (1. glti7 -.935_221 ..§5.2 min ,19.3 27-- 171 • 17 ' -.039 121' '15 -05,2 27. ,022 1■31 609! ___ ____. 5 _max! 738 . 25 1 •.532 _13 , .243 :21, 309 ,15 .704 2! 1.155 21 553 • 2 max 971. : 21_ -001 25 , 0_ _1131 1271 .151 :27_, -,08.4.i27, :-6101.-- _1 !loini_•-72-7.._r__2.3_,..1.,j,J • ,i,._032_113_,004 .27 .057 13-.._,49 _13 _6_5.1 min 183 13 t -.466 13 : -.151 123f 115, .006 13, •646 1311 1 611. M708 . 1 jrn53:1_ L 21 1.... 015__:__I 3_1.305. •7.3„.-029 .27-., 0 _13_ 0 .13, 555 3 max 959 ,__21 ....._:,021 25. _ 0_ _113, 1271 ,o02 .25... .047_-.1.S1 512 1 ,min 1 ,054 ' 2-7- ' .006- 1 27 0 '13 -164 21 0 -12 0 13 - 556' ',Tim .103. 13 1_ -.5._ .._13._....11 i23.1__0.....1.1.5., -..0.31 : 3.;_..-.4.7_.1251 L613 L _. 2 Lalay6.96 ; 21 ;_,opo 4 13 ■ .004_ 23 .,020 .27 002 ;23._-00227 . 557 __ 4 max 945 ,_21___-0:1_ 25.__ 0 ;13 0 _1271 ....002_. 1.25, .521.1 1132 :614' Irma! ,054 I 27 . 604 27 0 .13 -,164 '21 0 :3 -.003 13, 358 min 183 13 -5.3i 13 -.18-8-123' 3 :15 -13:2 23* -393 1251 1 qi,!,: _ 3 (max: .50.5 21 .. 0 . 132, 0 _13.-.3 29. 27: 002 .23 -.002 27 559 5 max 138 21 ' 86 13 357123 0 13. 0 '131 -061 27 1815 _ - - i _:05. 1_22__0 _ ___.0 _:-L3,.,..154,_21_ 0 560 ran -024 27 -022 2_5 • _007. 113' 0 .13: 0 13: •,248 .211 I97' 4 :Tax L593....3. 2 _,O01 ?.... 0 _13_,02S 27 002_ .23 -C.02 ;27 551 1468 . I :max_ 429_ . _232_1 _2.09.0_.1_23...:__015.41 ,,.:125_.1.25_ 0 ;t.21...0 Ap. '618 _ i min• -.054 : 27 -008 13 -.004 127. -1.54 •il 0 13 •003 o' 532 min ,019 . 13_; .366 1_25.1.2.32Z__:251_,55 13_ 0 ,13., 0,_ _,,13 519_ _ _ __5_•__:_m_ex 1 ,591 1.21 :___:,..0.08._ t.1 25_ _O '13__-•329 27_ -,_ i____y_z_it T- -_•, 1 0 13 0 131 2.04 min 0 13 013 ' 22 -008 121: 0 .25, 0 '23; 0 :7-,f I _621:,.. 71A I _1 ___;mar.1 165 1 2.1. . ,opz 555 3 max 0 25 ,011__25 _NZ.!,,251......0 ‘,..22: o ..-27:. _.3.. 1 25 1 .822 1_ min E...09.1._Z...113...4_...d.17__._25._. 0_ b.3.._r.0;;7 25_ 0 _13._ 0 _13, 58-5 nun -011 23 ' -Q21- 13 0 113, 0 ;25. 0 21 -.3.0.L.131 5231. _ ;_„2„. ..;_r_na...1_,15 ! 21 .06 i 3._..00.3::23 009 13. 007 23 -008 2-5 567_ 4 .max :007I3 „04725 1_ 122 1211 245_121• ,035 127' 049 1251 ,62.4 i 1Min .003 1 13 1 Obs, 1-25 0 113--,047 25 9 .15:-014 .:3! 558, nun , -,3T4 1 23____: __:,815_1_1,3_4.•Q24_127-1_,0_51_127.1_ ....Pi-7 ;211,,;1„2-3,711-131 1,6251_._ 13___: 15-4 1_2_1 1._ .0___,. L.3 ._ 0 113_,013.9 .13.. 01 23 •01 .25 569 _ _ 5 roax,_ 7 13 1 ,022 25 I ,1,38, 121 8 1211 0 131 0 --raj .625 1 :min 1 003 1 13- 0 13 0 '13 -.047 25 0 -13 -o19 131 570• min' .357 237 .86 13 •027-4-T271 pal f27: 0 Al, 0 ;13i 2L_ ____1_ 4 ..4.17: 149_1_21 '_-_009 ..! 27 __0. 113 009 13 007 23.,008 25 571 P;469 I max 1..405 21 I 109. 1 23 : csi127_Sa ;2•ti 0 131 0 11.31 1..828 r - .ITiiiirlib. .4 I i'4:r -014-____13.._-.A2i123_:.:!),7 225. 17 .:1.3. -.0j 4 _13' 572' min 46 131_0- 2._ _2T. -056 aii.,.,2i6_11,301_00. i L629... ; .5 ;pax 1_,.:1,9 , 21.1__:-.017_ 27 _ 0. !)-3 .009 LI 0 '13 0 13 523 2 _,max, .405___21 1 065. i 23004_271_07.5 )214_X§_ _127_-_,068 126i '3131- t• inl 005 1 15--I .032 • 13 , -,,r 14.L..‘2/ __-.---7 .26 0 113 0 151 574 i 'min, -048 .„_13..i -03521.-D.6_;_-_911_12.1J.:..0.00:113.; -•oAfi 121.1._:.:: 5-j2.5.1 i , r€,,,,_ __,,,,_z .; _,......_,T.a,5.!-,2j1_1_2.1....L.-Q•j:1._,....1.3_.. 007_:27....027 .22._ 0 __.1.3 0 13, 575. .. 3 max.: ...405 ' 2_1 j _02 I 23 .004 ICI ,0.78 :211 012 27, -.1 1251 832: 1 r1114 1 .006 1_13 1 .037 . 27 1 0 '13 -051 71 Q 576• min, ;648 13 ; .008 1 f3-.T:,025_-;211,00-6713, •.116 1211 !.187,23I _6 __._ .....2._ mx 1.__2.13 21_J „007 13 : .003 '27, 027 27 001 27 ..00; 27 PiS5-30 Version 1300 101..1 .\ \.1.1...1Agilyx_Feed_Pre_Melt_Rev_7.23_ColumnShift.r301 Page 17 RISA-3D Version 13.00 10:1„.1...`,..1 \..1.1Agilyx_Feed_PreMeli_Pev_7 23_Column5Mit1:301 Page 18 ' -1 (1.C....1 I , ' r, :-• , • .• ..• ,.....- I- Cerndany ,inobs Eng,seenng Jur;2:!.21)15 r Cerny jot,s Enameenss ..:,,y 22 2C1.: d.i..:11 Si fp;C.: r, Centiner SKJ 40 iriii r;r,..-..-- f. 0e.c.ner SKJ F I, .. •••• 'OD Nut-riser 25P•A1301 1 ChecKeS By•KG ..A .,,,fe..r.....e,.7..,....!! Jed Numeet 25P W3011 Cnecces r,y KG r r,,r, ,,,,, Mosel:4,37,e Fees Pre MO 1 t c e r.o I e c i r s Model Nan:e Peed Pre Mee Envelope Member Section Forces(Continued) Envelope Joint Displacements(Continued) Memser Sec 4 ,IN .LC 1....SSes01 LC :Snea.1..LC_LarsLLer, ....c_•,,,,y,crneml... LC z.z Mo. LC Jerk_ __e iN_ ____LS- __Y_i■nl_ __ LC _ 2 per! LC e acart,o LC Psalm L: 634 rn'n °00 13 094 27 0 '13 -.051 21 0 13 _993 .11 --4---- 'min.____11 27 • -Q5.9 -15 •0Q4 635 • 3 _ max__2,1 21 0 13 0 13_..022._;27 002 27,..002 •27. _41._ N24 _ sg,,,,..i 0...... __...25 _ p 21___ 0 27.17131e-2 23.;059e.4.15 2 955.e•4 15 _.g...1.5.__ _ min 006 )3 0 13 0 '13 -051 .21 0 15, .003-151 48 min 0 15 Q 21 0 1-.;:-..,,37e.. 15 .7 22.3s.:1 ;22--3,25a 637 4 ina:c 207 21 -004 25 0 •13, .027 27 .001 27 .001 27 45 N25__ ma,:1_„9.02 • 25 . 0 27 1C7 .23 1.775e•2 23.:344e.4 15 2531e-4 15 5313 min 006 13 -01.17 . 1. , -6.11 122_,,051 .21 0 13 -.003 131 50 mt. _:1302 ; __15 0 . 21 : 0 .15 .1 463e.4 ;5 -2?Qr.?_23.•3:.'"zit•e... 25 539 5 max 205 21 , -007 25_. 13 13: 027 27 0 13 0 13 . 51 K25 er1a.K pa2 , 21 . -000 _ ?5 1 178 23.1 3_4,2.a-4.23.-,15.5e•5.15.3 302.e.5.13 • 540 ma-, .006 13 -.013 13 -.007 23::051 ,21 0 13 0 13, 2 _nlin _002 27 -.012 . 23 -J-:05 _15 i 109e.5,:3 -1 13.3,-4 21.•1.19e-e 25 N27 max, g.3 f , _ .21__ -006_ 15 1 ■79 23.1„;35e.4 23 .7 0331,5 15•3 501e-5.13 54 mr+ 053 2-7 •01 3; -00S- 15 -2:744';.2,f4__:_l_1.4.,-_1 -ti! •r 78e:,,..,-_"_25_ Envelope Joint Displacements max 032 _.21.. ,_.002 _ 25 . 1 173 ,23:279e-5 21 2 -.5 13 .2:-',..,,e.4 27 ,nun' .02- ; 27 -005-- 13 ..,008 21 -.1 799,5 '27'•1 511e. 2,1.-5 gge-4 2: 30:re X i'') LC ..•.1.11VI.__...L.CZ.EV I-C-XiEd1411d _LC Y Rotel. L.CZ.Re4410..,.._.14 • Q-' N28 'mak; O___ 25_ C ' 25 0 .27_1769e-3_23 3 774e-4,77_1.95e-4 23 1 Ni max .0:17 21 -.003 27 1.1 •_23.1,349e-11.231-7 G614-6 15 5,692e-5113, 5-0.t-- . . .i.P.*1._- .0 : -23_ _ O. 13_ il _21_-i'1,;6.--1 21.;-1.53e-4.21..2P-1-is,_25 2 rran 001 I?, _ ...,00,9 _ 21_ -0-04 '154 1 11e:5 031•1,1.2e-4„21 -7155:5.12-5. .1 59 rna)5; .036 _ „Of:13 27 1 151_2314,003e-3 23 -5.1GE.e..5 15 .1 OL,7/.5 13 3 N2 ma, 039 21 . 0_ _ _27 _ 117,8 ;23!1 349e-1: 231-7 053e-5 .1.8_15,8-618-51.1-2i Eli0 i --.......-- 'nliniL.0§4 ' 2 • ...0.6.i.L1.-.2_E___.,- ..L.10. 8: '13 2,_6_31e,515421e-4 i 23 -2.I ele.i rviert 004 27 -a; ji -0.30 :21;1 1 1 e-5:1-3 I-1 12e-4'21 -7-.'i.40-.‘..-25: 1 8-_,____1 • N31 ..maxl..,915 .___21 _ ,__ _ 1.176_,23 6.821.e-4 27 1 792e-6 15'a 0.5..Se...5 2-7-- 5 :J.3 Ma, .C32 21 -.003 __ 1.178 •23:1,349e-41231,?.05.k..6 15'591e-5;13: 1...-n t 113_§..k_._____.j'L_____'; ...3__.._..1 •00 t i.._..,..-- -___IS -2.50-1eg I S -8552e 5 21 -5 54 It•E 2; 6 mnn -.to6 '211 1,11-e-5 1311 12e-4.21 ..7.75£ft..512,5. 7 N4 max 0:9 21 27 _ 1„:18 .i.231135e-4 1_231-7 051e-6 15:5 e7•92e-5;13! i 213 i N32 im_a2,.1__.0_1.5 , .2_1____ C I :a _I....,,_5 :22,..a,s1....e27.-4 toz.,_5_ t 3„3 938e-4.21 •--•,•_ .3 ma-; .004_ 27. _.._-..0.1...... 21 ,,c9:5LL1.5-41..15..a.7.5-_1i3.1.*1.?.t2....2 7...75,..12., I,e7.. ' ;01i0 1 -,,Q0a-1- 27 1_,et-i.5---.-1:-.2.3L„004_1__I-8 -4,77i.-e-4..IS,.2.354C-_,.4.12_1k3.e--1 13,, 9 N5 may 032 21 -.40_6_27 _.1.18__1212_0.34_5,e-±.23 i-7,91_52s-S_1.5.......6.-693..t.5113' .65..1.___!:.,{33 __ ma.q_.,02-i • 21 . 0 13 1146 i 23:4.176e:3_ -,-477,s la'1 493e--4 22 • 66 • imini -0 1 27 __j o min 002 27 ----,,,012- 21- -0-05 •1511,109e-51 t3 f-1 12e:4.21,-7.1i6e,K125. • 67 N34 maxi 022 1 21 012 1 27 1 179 12316 id7P-5 27•-5167e.6 •3 2 552,-•4•11 1 1 N6 max 039 21 002 _ 27 1,1.74 ,7".;,12,7.1 e.4 i_2.3.1-1.531e-5 15•-1 04e.4 1_27.; 12 mln_ ,004 27 -00_3 IS ''ec/2„.'211-3.52e-8 12517i.?TI.;:-:-C 23.-3 53;27e-i•-t 1 21. _§.P 1 8110 1 -.00• i 21 -SO 2 1 /5 I .,004 ;1 5 -...d....5e-4 15.....251e-4 121 j N35_ _Im_F:x.L_ 0 i 21 0 1 13 0 123.;718e-2 23 -60::-!!-5*13'-I-5554-5 27 13 N7 max 0 25_ p 2s _ a. _123;1 698e.2.123!3 063e-.4.27 9,957:e-51_23_ ...... _ ._ 14 min 0 12 0, __I3 _G. - I t5,./-1.!•;-‘4:412.71-1.16244 iS2i.,.4125 ;225:1 imirt2 Q 1 12,,_ 1 0_,1_23___1____Q__ 0,2,19,2,16A-."5,13. -.5:11/. i.2.1 r--N73-4-- 'fl-Ja-x! .01.6 . -21 - .---"-C) :__2.5-__. 1.173_1,23 i6,751e.4-.2.725.Zist.5-:13;:2..a55---.1,:i 3. 15 N8 max. .039 21 0 ,7 1 178 12311.248e-4 231-8....'3.2i--8.•I 5 147 9-We-6112:-, 16 min .004 27 .7.06.4-'-___--1 ..---:;0S)5.-71i2,-_555_e-g1131:i7Iiii:4 i ii-r•i--115. 1:23 , 72 r- --I ran' -003 I 27 7---Thi.177-1 23 r --tto 8 ;21,..5:6 1 te,.5 151-25-_,I;:4-";--21--:=1.5-4,--4 21 17 NO max 032 __ _ 21_ . .003 __27 L.1.13,8 12374.16_1...e.31 231721119s.5'151-a rasa-5 I 2,1 . 75 i 1,437 't-001 0 25 g 25 0__I 22.1,1_,f7?-2:z3 2.66e-4 .27 2.413e- 23 1------- .-- - IA min -OM 12. -003 13 -Cru0 :21 007Q-512-57.174 21,-3-122c,I 21. .1-14 ' ,msi. 0 1 23 Q I23-1 0 ,2-5.-12025.. 21 f-2.175d-4121 -3 7 a7:75'2,5 N3 Ma .75 _ 21 O _1_ 8_ ,_045 i ' ... P: 27 1 166 23 3.614e-4 2.7.,1 33e-5'27''8 95A4.5 13 19 N10 max. 0 21 0 27 . 0 24e-213--2-133e-6 t 1517.3:0e-6115. 1 20 m,n, 0 27 0 21 0 1154,10513*-41151.2.194.-3 231-.S12,1;25 ra 1 ,min!-005 1_7._:21 ;_.-..0.12_E2_1_ 1_,ODA.' 1..15_:'145.5t.... !'.13,1.!5:_eq_e4_1.2.1_:2 q?..•‘.2_1.. 1_:_77 1_ .1,n. _ Mais, .046 1 21 1 ,D0.5.. 25 1 184 23.36,14R-4....I.; :2 eese.e.27- .-ai7e-4_27 21 N11. ma. Q36 _ 21 __ pq2 25 ' 1„172igal,152ip-alz79 i:24.:?...,-E,l..151-149st.rti i 78 -: 11in I ..608 I 2 I -0; i 23 i •„005 I IS -1-55-04:3.13--•I•-59-fx--4 21 -2.-8777e-----1'21 22 i min 002 . 27 • ,014 I.723_....rD.ct§__.:2_1(12.45s7.6.U.5_}.r(49;75!21,_.757a-5._..71Z1.: 23 Ni' max .003 25 ' 0 27 : .104 '2_3 t1.71.8e.2123 r•2_465e16.1151-5.513.4-6115J j„70 _ N40__,;Rax; .046 1 21 1 ,092 25 . 1.183 23 3.615e-xl•27_-.6.s.45e-s 1_22_-s.6.43e-5-13 aos "1 8__g : Lm .of12,_:-*.i:666e-s'13 -1 iille.4 121.•..,66....±..2 1 _24 _Min 0 IS , 0 , 21 . 0 .1 5 4,1 05 5-c7-11-1-5 I-2.183e4 ri3 4-475.23c,A!RA] t_81 N4:1__,I:ga.x1,_,056 • 21 L_C106 _ 2.5 _1,18_3_23 i3,615_e-,4 .27_2,064 e.5.?.2_.6.1:1e..,.....13 25 . N13 _ Irmo_ _039 _ 21 __p 1 27 i 1,18_1_12317.6/__7e.-5t 271-16ess-s_l_15_13..0.6.e.„5.1.13 26 ' min 004 27 _ .41.21_1_21_ ,004 I 151,1.1124-s i 131-1.547/-4121.-3,7e-4 135 j_82-1 _1E111 _Kl6.2=21_-_-..t._7,005--.L1.3 I,0,Q1:1_,L21 I-15_554-i _13 -1.5gs4-4 7,23 -3360-4 21 I 63 N42 Maxi 036 1 21 i -.01 13 ;-1,184 _23-414672..;2.27 -S6e•6.27 .-I2s4-4'13 27 N14 max .04 21 _._ 0 _:__27____1.1.81_..123i6.04.46-5727Li1.453e-.5 i5.10,615e-511.3 rli ":.---" ------- -- 28 : min .004 13. , -.014 ,. 21. . ,ocili.._LI_&1,k17e,57:1 21 1:13-.4;14--1,21.;-1,6?s1.-11.4•5...:, i ran. .005 I 27 I -07i I 21 , -004 i 151.4.015e-5 15 .1.02ee.4•21 -3.549.:-4-.27 i_05_ . N43.. ,max__036 1_ 21 . / -.002 13 1,184 23467e-4 27 .2,37,--.;27,••.4Fe.4:13 29' Ni.. max 039. 21 __,.opz . 27 _1.183.12317,395e-Sj2.7 2.06e-5 j_27_5 ii7e-.5 i 13, _.3Q_.._. _ •e■1!^_-.004 ...__-_27 •016 • 2.1 ' •00-4- .151d.1-9•1.1-5.157.1 32e-4 121 -17471--4125 60 • 'Min' .005 1 27 -417 23 , -005 IS --4 615e-5 15 -1,:,91 -4'21 -435a4-4.21 ' 87 . N44 max____..038 1 21 1 0 15 . 1 182 234 488e--4 17 -3.27327_ 95•,-6.13 31 1918 max .037 _21 _ , -005__._27 .._i_182 i 231.3_,..ii5e,4 15_-1 76Se.5 L 15 a pa.<e-5!13: -6E : min_ .002 27 -.013 21 -004 .15■3.04e-5'-25-71-371;:.--4.:21 -10A-C-1'25. 171t8 .004 1• 27 -008 ' 23 •.007 .21:-.-61 4.-3..15 -i 5554-4_21.-5.,45e.4 21 33 Nil max .026 21 ..006 27 __1,183 !2311,82e-3 15..2 911,5 15..4.€07e 5 13 _82_,___ N.4.-,__ _83a93_6_.' .21 _L.004 _ 25 i 183_ 734 i66e-4.273 193e-5 27_-.:9.742.5 13 34 min 0 27 . -.688 , 15 . -.004 _15i5.684e-5,27.-I 625s.-4 21 .. .77i7...;15' t 80 min dos 27 •croa-- 23-----_.00 21 -4814a.5 15 -I 455e.4-21 -.4.23.e.4 35 N18 max 028 . 21 . .001 _27 _1,1.6__2315.4,55e..44 15 -;4.81.., 15 .2..13,3.e.4.1.3. 27 1.179 23.6.683e-5 15 -71:44.'-s 15 5.6.919-5.13 36 •Min 0 27 .0.4 ' 15 .004 15 4•Tie--, 27 -1 Z.8.5e.-4 21 •1,ri.;se.:F 15 92 ' mil 002 .- 27 •4.1__-__,2,1 •.0(;5 15 .5 58e-5 27 -•lase.. 21 .7 761-5 2,5 37 1919 max .032 21 ,._-_003_ - 27 11832318.4.61,e-_4 15 .7 Ore., 27.4 702e-6 27 _93_ N ti 47 )ax 029 21_ _-0:14 _ 27 . 1 165 _23 3,336e-3231 552e-5 75 . 547e-5 13 . .,. _ , _._.. 38 alp _.0O2 . 27 -02 21 -00.4 15'8 493e-5,.25 ,381° 21 '3 473e' 15' _.8_4 . - -rpm. .092,._. _27 _ -,.01 21 , .,007 15.574.4e-i3 13..4 787e.4,23 •2 203,4.21 39 N20 max 032 71 -.002 27 1.1E3_ .2316.6.5e-4 _15 2556e-5 27 3.108e-5,27. _.ss_____ 3148. ..ngax 034_ __21 CO2 _ 25 . 1 162 _23,3 167_e-.3_23 -1 3.1p.,--1.27 - .3s2.,. 22 -2.6 min -,602 1 15 - _ -.004 13 . -000 21 -•Oi...,,-5 21 - 40 min .002 77 -.016 21 . ,-.504 5 5._34.3,e-5_25.-1.354-4;21_.:26•16p--!•1-5 41 1921 MPx 029 21 •004 27 . 1.179_.,_231,..1.94.1e-4,.13 .2 752,-5.1 5,3.2tik--5:_e1123' .9,11 _n1,9 max .1)L_x_. 21 , QD1 . 25 1,172 .23 3.219e-5 25 73 9,85e I 13 .2 214e.4.27 . 43 mol 0 27 -:0_1,2 21 -004 IS -436!a, 277 1lea,'.., 21 3317.e-5;do, 92, min D 27 -001 . 13 -.008 21 -17s3s---i_12.3..:.2 i95,41 zi. -,:471.4 21 -13 1922 rna. 025 _ 21 _ ,007 '.27_.._.21.17.$ 121.18t.i278-6.115 13„1,935,e,4 2% ,4,_____Nso ,max. 024 ..! 2.1 _ 002 _ 25 1 122._2.33.075e-5.15.-6574,•-5 15 -:Nile-4 27 -NO . „,,, . n1' Q93 ____-_21-__._-..,0.00 1. 23, _:,0-.9.. „2.1.4.°!..°:`-..27''LI"" 21-''''.'".i.e14.2'1_ 44 raa_ 0 77 - -.015 t 15 -,004 15;.. 555'4. 2.3-172N57:4-•21 1 1 3e74.1.25 45 N23 max 025 21 .,„ -003, 27 118 '23,!1„0„e„3e..2,1,15 -1-78:e 8.14 -1'42e-4 1 I3 _.10.12_ 1451 ..0-1371 .044 _21 _ _,C10-r, . 25 _ 1 1 e3 ..,23 18 711e-5,27_-2194c-5 77...775r.i ;3 JoZ i -min 005-_ _ _27 _,_7,00a _ 13 . •:008 21 -22302-5 13 -1 4 tZe-.4-- 1..c 565,.4l RISA-3D Version 1300 (G'l .1 1 1 \..■...lAgilyx_Feed_Pre_Meit_Rev_7 23_ColumnShift 134; Page 19 RISa..3E3 Version 13 0.0 [G 1 1 1 .I..1...1..lAgilyx_FeedPre_MellRev_7 23_ColumnSnifi r3e) Page 20 ii n ._- __tz. 11 , , , - , . ,.,. Jacobs En9sneenng July 2:',2015 r COrnpany Jacob;Enweenng 41,1),23.20,5 pi ri) ,- ri:,...- it .:45,;ne, SKJ ,r,-pri 1:,r-,e, Dessyner • SKJ ifF.';,..j..--*,. JcbNtorber 25Pw3ail Checked ay KG ral R Ei r r.„.. j.1'1,11ber 25P1/1:301 I Checked By E-0 C■E s 5.11,4e Name . reed.re Mell 0E0**,7 C'OC•Es. Mo4e1 tlaml . Feed Pre Melt Envelope Joint Displacements(Continued) Envelope AISC LRFD Steel Code Checks Josr4 X V .. I .I.0 . 11't3_ 'L.c.....,........Z VF:1_1.,CX Rc4141r5,,_1.c )11e115), 1.1.-1.7...R0121152„ LC_ th 103 N52 Ma), 064 • 2' L -O , 27_.,_1 185231_1_,4_1.5e,LIi 211:2,514,s i27.4....9 759e:LI 11! 11:1+"A 104 mtn OM ' _ 27 • -.017 • 21 , -004 _15.11_,317e.,5ri3 :1-25;5e-4:21'..2.575Rx.....Fit., ,' 1_1_ ML112.,s9._9,444,1 „4,32 [7,4213_ _138_ 91.1 z 23 157 0 21. 2 .3$84 L. 4 i•IO 105 N53 Mal 008 25 0 25 I 1.156 .234.174e-3123./-6 008e.6„27 •ii,4.e-.j•_11.d i 2 I 5.42 PSS6):54441-7561 1'7,3311 23 211 : 9.14.. z -23- IT.215i:.38,541-386,4,2-.1---11:•e 106 min ..007 23 ;01)7 I_ I tios To--6.1-5*f,1 15 t-2,.o9ae-4 21'-3055e-4:21; _1,43 ,tissa>ex41 4_53 ,2,425 i 23____15.0 9,14_ z _ 23 182 0.215,-x 35,64,38,642 25,11-1. 107 1,454 max 021 21 .012 . 27 I 1,172 [23.12.216_e-4:27 4'1055 14.1,'2 221.2"`121! 4 M4 risse.43-.41- ,494 17,2911 -23 I ,1.01 ;0,0i32-... z__ 23_iles.9 ,215.0„-A6L35 ..1.98 nlio_ -.002 Z7 -.004 ; 13 ' -.pas •211-i.1'..-5;5115, 25 e4:2; -Z357e--4 121' ' 5 45 H6S64.4$ .449 '7 291, _23 140_ .9.082 7 23 9.'115 9 38;64'38 64 1 ;4-I.:O.• 109 N55 ma O4.11 _ 21 ,005 ' 25 1 1,183 12318.,714e-5'27 .1.5sse-51271 :241,4 i 13; 1- tN.1' ,4Sss'6!..i., ....9.1.2 !.1.9i72 21 ! ...00Z . 0 y_ 21 241 B. 2554..o.5,0•58,:c5-1. i-1.10 110 ,m a; 006 27 • -.008 ! 13 , -OQ _j_2jr.7 1385- r 7.,53,:.;21 -4 782:;-xx 1_21 i _ ,-__S. .,i..„...-...,.1.3, . 7 :A8 ssa45.,41 Ago 0 , 27 27 _24.s_ 2.55 .24$_la ss.F.z:. NI I.5 1 11 N56 max 043 2.1„ .-,009_ 27 '_1.184_1_23j8_1_14,a-5127 :eaf.e..- .127.:_g_is, 131 8 , mg riSsaa5x41 ,150 ! 1.75; 23 • .070 1'5' v .2.3-2Z.1...:25i,5-x45.18 5.:5'10-5:4• 112 rnIn 006 -27._ 017_ 21 7.__-.095_.1J5 I-7-13e*-52.13.i.:2_.514e-‘'2i'-4 7§311:4-17.1. 9 NI 0 .HS,a..6.41 '152 .4.01,11_23. ___,063 _a 013 v_ 23__za 1 9...755a .45 113 N57 mat 039 21 00* I 25 '..1083 123'8.714e-5127;•4.5511e.5 i 271.1 241e.4 I 1.3 J _10 ; M11 51s51.4.41 •„QQ.' .._.1_2 :;.___i,2Q;Z r'3 25 ". y -'-21 115-13_:?iiii._25 715:15.5s5;1. 'H.,tia . . . 114 me") 005- 27 , -,008 • 23 1 -.008- 1211-7.1Y5a.51131•175F4574-1 •-4.7651441 ,.,3.1 ■ 141..12 .r.S55.4x4; .022 •2.875 15 ■ 00g 5,75 , V. 15 ,1 51 7_116 ..26 719 45 ce.5,1 h;•ie•.115 N58 pax; .039 21_ , ,.,0,1, ■ 13 1„_i.184 1,231a2Alls-..:_.5 L271•1 23112:S.j,274:1_2_41.-41.11_ '__1.27--M13 l'issed1x41 -Q06 1,1Sg..2 I Z1 __,Q02_,.1,3,14_, y_,,__2!,_,.213.1.,;2155,,38.84 116 rnin 005 27 -,01f-1 23 1 -.065 $15.1-7A35t-51131-1 55ae-4121 1.4.7530-4 i 21. 1__13 1_1%414_ 113x3x4; .039 12.3511 21 001 _ 0 ,, v 23 .2-3-&-S5 45.5'55658 3 53 H2-1 117 N59 max .065 . 21 _4,003 25 ', L185 ;2318.714e-51274-1.255e-5•271-1 2414.4.113; i H 1 N.115 '1-Istir.i•A! Q . 14.4871 15 : P43 0 _.,/ 23 128,a :iii-5-2.:22..I5iT.29. i ;41.•5 .n8 mix'. .009 ' 27 ' -4112 ' 23 7 --0,01_1_15]-7.133.5118i-1.554c,L211.4,7.812.1..! 1.35 : .mi.p- .!..13_!! ‘;,,I p.r, 14.5541 23 ___,0_42..., . O 7 23 1125 4 .179 02.22.252?5,29.1 ■-1 1.It i 19 co N max 043 21 003 27 ;_1,18 1_231642,k-5127;;T514e,•5_'.15_14 4i5e-51111 1 1 M17 11.354.; on T-3-27-61--2 •; 002 . 9 ;,_ 92:.:.46 S56.7 99a:3 __120 1 min-018 13 i----011 r 2c r -.005 }151 39 I1 •-1-112a:4-.2,11•1,5-57eZi1 211 t_17 ' _1013 'L3x3x4 1, .045 12,3511_24 ..._002 g_ y_ 23 428,59 16'355 1.98,.5...?i--3 1 H2' 121 ft461 ...mas .043 21 ,Op1 27 '_11_1_ 22,_ 9.-5 127 .1 554t5.'•15 i6.31.75'.13 _ICC_ 9_Th --2'r.,...:1_,,3.;7 ii,2311_22.___,00-1__. .0_ y. _;3 ,4o:,-,5..:ts 122' .Min 004 15 _016 21...i-...ON .151-1.00.4-1,211-1:T32a-412i;-fiSse-41 212 I 19 is,1„20 L3x3y4 1 .249. '1 1081 ',, 001 I_0 y • 13 07 4e s5s;c,86 3-5-1 xxa • 123 N62 ma./ .043 21 -002_ 27 I 1 183 [23 2,7,3e-.5'27'-1.Ace-5..15:7.a33e-5 13: Fa- mil-L3g3.4; - 2o-3--r1:231-1----i;----.00-1- 9---- :i 23 '$(173.0 45 5=6,1 6680_756 1 H2-1 124 min .004 13 • :,022... .21 _._-.0.0:s ...75'-1.!-13e-4_15 .1 335e-4'21_-1.6s24_$25_ : 2.3 , M22 L.3n3x4, _ 359 ;1.173_9 23 _ ,007 .2,475, v 21 .46 735.:a 666 1 688 3 755 125 N63 max 039 21 -002 . 13 1183 2.;i.' 34s.:5 -27 .11.1:4-s 127,7.5-94e-5-13.* -22 M23 L2:xix.:I ;33 .1 1.08 1 .Z3 001 0 v 27- .c!7n 46 5,55;sae.3 75L-.11 ..1.21.'_ min 004 27 .oila. , 21 , .004 Is -12055-47 15'-1 272;t-A.li •...552,A,25 1 23 34.424 1.3..1.3):4_: 29,2 ,1. 21 .002. 0 . y 23 5";756 46 656.11333.3.755: 1-1.2•1 127 Na4 pax 032 21 . -9Q _ 27 _ 1 18 123'',34„9-e-4 22.,-3?..7.2.s- ,15 7.876e-5.13' ,- . ,"$.25 L3 3'1 as, 3:AA- 21 ' . -0 v• '2'`, .5 O26656 1,esi3.-.:,2.: H2- ., 128' 'iron 002 _ 27 -012 21 -05 15:13:_.:.1.073''''21 '3 i73e-5 25 ! 25--,,. 111134.__!3x3x4. :2.22 _ 0 _2'3_ _ 014 .11,823 2 23 2'479 4,2.556 1 66.82,,s3.3 1 H2.1 129 1465 max 039 21 002 V 1 18 .23 1.061-4 23 -40274-e 15 6 4976.5.13: 2g ti'15.. i,;3a s-.2 2 :LIO :41 01-4- 5-.$11' y 2,;) 2■x25 45-55i.■.688 1- 130 ma-, .004 27 •.00.(3. 21 • -,095 _15 '1.2056'5.'.24:-1 1^ee-4'21 -'-44'4-5.2&. 27 M36 .1.3x344, 289 __ 0 21 013 5,912 •,,. 23 2;479 46 5.5.5 1 658 3.321;2 H2-1 131 N66 max 04 21 .052 77 1,13 2.3..8 02,1e.-5'27 xi ae6,3 15,5.024e-5:13 2,,,L___5537 L.-2.A2.,.4 167- 0 78 0 i 8 •11.323 z 21 'Zi e 79.5,555.I 888 2 95_,.1_d?:1 L3:1 6-46, 004 _ 12 ,.01 21 .00.5 1.5 ....(-)f-41•5,)3!-1.317e,.21 .5,.,77,5' .3..., 29, ._ L:Ix3x4 _070_ 3 52y„ 21 _006 .5.13 , 2 21 _n E.....e...,6 55z 1 563 3 133 N67 max G.1 21 ,_.0p,.$ _ 27 1._1,42.1___23'i:1.935e:5;27 -1 48:le 5:15'5,794e.5.;13, 1.3C1...4. 14130.. ,12.0,5;i.. .... 55..__J.).,..2f!_'__.2.1 000 . 0 , z , 21 .32 SS2 45.555.1,653.2,738-_2... :-$2.I 134 min 004 1.3 -011 11 . • 15!.55.:Tet..--5 -I -I 31:',,.4 1 -Los-0.4;25 ' 31_ ! , 1 40_ L3 3x4 __.085 I 3 09 23 ' 902 .._0 z . 13 I:2:5..45 Ese 1 533 J.2 i 21._[,2-1 135 N:68 Ma• 043 21 ._003 27 _ 1.18__ 2314.9545.5;27'-1,554s-5 ;5'4415e-5;13.. 1-3-2 f‘I.471 •L3x.1x4'I Qi.. i 5,30--22,-, •0022a361-* 21 -1.7''5-45.555.10.-.6 3 438 1. :12,,i 136, 'min .004 13 ..:.,013 .__2.7..i...:.004 1 _i_-P_._019_e_-.512:1 -.717:7„1.a.:2.1_1-1 66s.'1.21.i I 3,3 '__14142 1_1...1_4x....1,_.....0.36I 2,6731 .23 ...pot_„.5,46___.2 23 N;vs.a iss1,6,88.;3321.1 ,12-1 137 N59 max .035 21 ___.002 _25 „I 3,37_2 .23)2,945e-5c .305e-6„27 4 -.1 • M44--'t-ISSE.4x4. 917 '8.211r 15 ,c,a9 . 5.29 y 1$ 177.1,:216_9. 2E.it;45 5552.:2HI.: 139_ .non _003 21' -- --C.1 1 T 23 1 -009 F•21 1-3.17e-41-27.-9:ease.s ; -3.764ix-i12 I, 1 35 1 11.1i45 1--2-11r1.1 005 i .81 ; 23 001 . 01 7 1,3 35 111,4,3655 1 668'3.736,1 912.1 139 171-,q) pax. 034 ,... 21 .004 1 27115 1231 1. 7e-4.2.?:-1:.:.?...-_57e-5'15.'7,8'.8_7,7,54.13.1 ,.3'.5..1-1145 . iisse!"°i_ NO 1.51'5 1,._21 ..,__002_i 5,25,._y• , s3.1 Ill.. 9:Zi.719-56:5992 3.1,1r, _th) min 002 27 - -0D : pQ5M51 , 5, 37 M47 ;15S8‘4,41 .015 i 0 2j_. ,039 5 2 2i 212 a.2:5,5 .26 il,-9:4-5"iLl1 H1.15 .,.._. 141 N71 •max .04 21 0 ! _I f 1,181 12316,435e-51271.1.415e-5 1.5 j0,0,530-51.131 21........L°754-4425.1 , 11'5' .‘1;53.:-.;.16.6.; 2.5-...7:::;48 .:--1-1'1"!••;:.-143 N72 man 042_ 27 -.01 _, 27 . 1.184i 2.3:8 759e-5i 27.-1.832e-5 27 :!1497e:d IA. _...1.0_1__,,,,,45-5 71&S-67.471 0"jj.,T--i-fSf)4 i 15 ; / "-150,,,O_ Lp_._l_iy1,11:tf,,z122±..3 ,26,-7-19:55 aii'l:.;1:-It, _144 ..,_ min 005 z/.._ ..7017 • "1 .005 :151-6.97111T-11 al:1..626..4 it:'....4 6-8-i'.4:27 41 '. N.451 ,S58x4F4 .058 . 1.5_. is_L_056 0 _y .. 15 .2,111_215 9 /%3 719 05 5.i 1.-.1:75- 145 N73 max 045 21 _ ._=.0pe_ 27 ,_IJA4 .2130,203 -a:21 _3..27 J6 .._1 r._752_____I 102.__...,1-.3.43.x...4: --11 ___L_0_ I 21_! -0.0.1...__:_63,31 z --2' ---1Y...igiiis56 1 646',i1761. 1-,,.1 148 rin 006 . 7.-" -015 21 -.005 11518,303e-51 131-L1337a-21 ,79&a. 21 I 43 ' M54 •-tssIxsx4, 164 11_1_371 27 -1- 08' -1J97 y 23 2416 255 4 .45.;9 49/01" '''''. 147 N74 me, .044 21 _..0 _25 ; 1183_ '23.17,705e-51,22 1-76434-5.27•-9,14e-5'13 • 44 1 m55 4.1SS1048 083 11 719: 23 . _07,6 0 y ",it, 257 0.223 54 47,27'61-li.- -4,na 148 min -005. . 27 . __-_09.7_-_1_22: ..1 ,..:0c1Z-721 i'1-627.-J:113J f.4,84-A. ".47..."-"-7,42;•Fi 1.... I 45_1 .t,'.45fi „IiSSIOri.; 013 I, 1.5 ; 15 013_J2,669 _y „ 15 271; .293.94 47,9781 424 ri 1.1o. 149 N75 rnax 044 21 ....QC.? _27 1.12.4_,23.992e-5_;271.-1,95e-5.271-1.216e-4113 . 45 : $,457 $rts.--:.'ilx6._: 135 i i 71T4.1 23 ,054 0 y i;.. 2=71)...Z9•3 9 47.a7'el z2.4 1-1,•,,t1 150 iron Q6 27 -.017 2i-7006 151-1..85e-175.1S.-1_41,5-1 I 21 -7.;64-5.-4 L 47 ' 1,45.23 .t18510x5.I .039 13 4691 15 054 13 516 0 15 27:• .203 S3 47%57.91 43,1 9:i••5 51 5476 .max: 012 21. . _ 200.2__._25_4732 '2.31.10.16e-24232 0.415e-4 2;1-s s424-S 127 _•_1&_! M59_,1,,823f1_ 21, l_18,023 L_2i. _ .002. _ 0 . z. _ 22. 20.752.4 6-54.1.6..8.4:2,2.461;.• H2-1 _15r. min 0 27 •003 ' 23 . -.005 115 i-6,495e.5 I 16••7.164445.21 71:7785-5 f 21, ' 49 14.1.01. 216564,41 '.451.. 11.agg 1 23__ 1150. i _o z_23_lei 7.: 215 38 L34.322.34.2 ji111 I 15 153 5477 par 016 21 !_ 0 _i._27__._3,15 ,23:1,023.e.2123'1,892e-4 f 27::-2.218e.5'271 ;.-30-I M51 4-3)I_SWil 1 -3...a3 ?32.7 I 27 . 0.0 -1-0 v 43 -41/7•:7671-Essici.-381.1...3...7.55 C-F241 154 ,min, .001 13_... 7.00_1 13_ ., Si[..1.5.1:7-111e-5_1 i..is!16- ,.5,1 1_10$2 , L...113x4 1. 382 :1.109 i 23__.,001.12,475 p. 21 41:1234'.48 656 1.95Q3 756 1 _H2.1 155 1478 max_ 033 21 : -.005 __27 _ 1.:_ill 22.1.2,_•43.a-4i 23:-57i77e-5.I.1st i E.1_&Idle-5'13, . 52 1 1.4 3 m9594551 004 1-18321 2,1 ,003 1 3 i14yL2J :22.Z.1_216 9 .gt EA'38 645..i-,1-in min 1302,_ _2-1 -; •011-1 "-. ;-,,_ Q0,5_22,519.0132e-611-3 Ri.:1-2,_--4 125:.4.3784-5.1251 ! 53 1._ ki.f....4. LI-.2.3?x:1 ! •1g3 ...LID i 23 • ,012__11 1.873. z_, 23, 2;475 55 556 1.588,2,547 1 H2.1 157 _N79__max. .007 _ 21 I 0 1 2.5 732 '231112•-q.1.-14•775'6 11 315-542e-51-2T Fa..1-.).-k__6!----4 -....I.41A5X4 1 ..119 Ii A nii2.1._L.-Q12_11.1.42.X._i ..7.273: -_,5'iii...‘6 655.138_81Z 7.7_1-,‘-_1:12:1 am 0 77 I ..„00T : 23 t 0 ,13{41.079e.$1_15 HI 107*.4 12;..(15.920-.5121 1_55 1 2.1.88___■HSSErex.11 ,035 :3 5.s...141 23 ; 024_13,5.16 1y_ . 78 7470. 255, 45.18.5,5-15,.. hi Iii 1_55'I 1A,7 17.Ssix50011. ,020-1-21.0.78T-il ! .013_1 0_ 1 y )-.21- :=‘7,0-2554 45.180B-i3.4Ti-171i.1 a RISA-3D Version 1300 [GA_1..1.„:.`,.....1,,\Agilyx_Feed_Pre_Melt_Rev7.23Co1uMnS11111,r3O] Page 21 RISA-3D Version 13.0.0 [G:1...1...‘,,S....k..i...kAgilyx_FeedPre_Melt_Rev_7 23_CoiurrinSh;f1f33] Page 22 ---s, `,..... ti. r r Company Jacobs Engmeenng July 23,2015 F; SAJob Nue: SKJ Joo Number 25PW3011 Gbeckec By KG 1 Moen Name Feed Pre Melt Envelope AISC 14th(360-10):LRFD Steel Code Checks(Continued) Member Snaoe Code Check-4oclhl__: 350000 lcc61 1d {,C_,p110�-spy_p,-,ypl•71,,,_pn L„C�-�;p 57 M68 _1-15S8x6x4 03e ,808 23 036 0 _y 23.241.9.2554-;4.5151553853 H1.1o, 58 M60 tlSS81.16x4 i .007 ;3 773 21 .003 5.75 2a t 9..1'55 a,1 59 M70 - 11 060 35341 '---Y---21-, 45,1 ,08,30S2,..n1.1E1 21 030 4372 y 21 201 6.1255.4,)45.19.58�%>-55N1ne1 60 M71 1 3x3x4 .025 _2,704. .2)_ ._.0.0_ 5 4Q8 y_-_23 Y4 aDl'eE,6S j.e8813 331- 51 M70A 51_8'6.°. .052 3 515 21 _ 019 0- ;_y 21_ 232.9.255<;63,18 5°•;'-05`.:9HS-sb' —62_MZQ H?�oaa 00; .525 21 006 0 y 21 2159.,.216.9_25.71@'459851t._Ni-1n 63 M71A ,0S9r4•4 00; 1 19 23 002 238 y__21_1212 6.12159 26.:10:5,885:1 1-10 64 ' M72 HS58.4.4 .001 .458 21 .002 • C - 2 ° Y 21 21B i 1216.°._.26:18°5885 • RISA-30 Version 13 0 0 IG 5.,1...1..5.A.,,1 ,1Agilyx_Feed_Pre_Melt_Rev_7 23_ColumnShift.r3d1 Page 23 ,, I ) ea Wr, �r 5c /301l 1� y _ Subject Project - Sheet No of Authored by WI----- Date 7/1311 5 Checked by --Date - - --- - C oIUW-p t IP. ` 'I ,,S /( I / -1 ``a Q _____ _ / /am(SQNs, t' osS 6s„b- `/,.t [a (24 . Noi- \° ,1.C, /' / 3”7YP 7L I j % s\>\ r-- , I T' .7—TA s, 1,0_—_-_ Li.0.h" 4 \ / oK • /Vic.;- `lem,coA : 5„5 K M -_--- 5�•5 1` ( d-\a u ) - I`t p. ,c-'''.' }el- e�retwr 4 Gn(�J``> ) .t =- /Ij a (Li) / - ab 1<''' ) (P.---- fl ;l i - -1' :: (Q-.61))1./LO 4-r eye _- .A(1 (9.;-).'-r)(,q r3�,) . •t 1 1 111.1 Subject p� P pw G Sheet No 33 of Authored by SKI" 7/ ,_��3��5 Checked by Date ...)e-s jn 173 ,�C vmp an ;L QlAgc.. tzS r t;':)VC OF 5a 6K ( ht3hI;�IPlfic�, �n `�5�' 4p(..14-5 o.}' noc /U7 (s ('' p Ir'' t/pv,sct view). cLSC. ,i a 4c S,2 t 15 cielk)rtrd by � and 511,a4.n pr. , 5;b},� 6(2.NA1-\\0") r a k;.c'y . r.1- 6-kAv. ,b. iz;!i 1`g at-1ached }lczr pouti; PC ,(4 39 www.hilti.us Profis Anchor 2.5.5 Company Jacobs Engineering Page. 1 Specifier: Project Agilyx Feed Pre Melt Address: Sub-Project I Pos.No, 25PW301 I Phone I Fax Date. 7/23/2015 E-Mail Specifier's comments: 7 Input data Anchor type and diameter: HIT-HY 200+HAS B7 3/4 f�rs Effective embedment depth: hot„,,=8.000 in.(he1,11,51=-in) +� N uwrtgirmo� Material: ASTM A 193 Grade B7 Evaluation Service Report: ESR-3187 Issued I Valid 1/1/2015 1 3/1/2016 Proof Design method ACI 318-08/Chem Stand-off installation: without clamping(anchor);restraint level(anchor plate).2.00;et,=1.500 in.;t=0.750 in. Hilti Grout:CB-G EG,epoxy,fe,rcut=14939 psi Anchor plate. Ix x ly x t=12.000 in.x 12.000 in.x 0.750 in.,(Recommended plate thickness:not calculated) Profile Square HSS(AISC);(L x W x T)=6.000 in.x 6 000 in.x 0.250 in. Base material' cracked concrete,3000,f0=3000 psi;h=10.000 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) yes(D.3.3.5) Geometry[in.]&Loading[lb,In.lbj Yi:t • • Z .p .try ... r t.tz 1�I ,•7 ) 7`^ ..r !, x�-� �+�^'�-'. }•.a... rye .v';.-�l _ \] •ft�`Y, k(L., R'Wit' .t^ ,+! - ,�Y-3�t��; � pad f7;, .); ° _ • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 HAti AG,FL 9494 Schaan Hilt,is a registered Trademark of Hilt,AG Schaan • , 'O,s t. 5 lII6TIp www.hilti_us_ _ — Profis Anchor 2.5.5 Cornpany- Jacobs Engineering Page' 2 Specifier. Project: Agilyx Feed Pre Melt Address Sub-Project I Pos. No.. 25PW3011 Phone I Fax* I Date: 7/23/2015 E-Mall. 2 Load case/Resulting anchor forces Load case:Design loads ( .)3 ( )4 Anchor reactions[Ib] n y Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 — 1365 874 — 660 573 2 1365 874 660 573 3 1365 874 660 573 Tension 4 1365 874 660 573 max.concrete compressive strain -[%a) max.concrete compressive stress: -[psi] resulting tension force in(x/y)=(0 000/0 000) 5460[Ib] resulting compression force in(x/y)=(0 000/0.000):0[Ib] L..) 1 ( )2 3 Tension load Load Ns,[Ib] Capacity N„[lb] Utilization If;=N„„/1,_N„ Status Steel Strength' - --------- -73fa --- 31357 5 OK – �--Bond Strength'” 5460 15596 36 OK Sustained Tension Load Bond Strength' N/A N/A N/A N/A Concrete Breakout Strength” 5460 19419 29 OK •anchor having the highest loading "anchor group(anchors in tension) 3.1 Steel Strength Nsa =ESR value refer to ICC-ES ESR-3187 N.1)-*Nua ACI 318-08 Eq.(D-1) Variables n A H[in 2] isle[psi] ---- f-- ---- 0.33 125000 Calculations __ N, fib]_ 41810 Results 1 1 1 Nsa fib] bsteel A W Nsa[lb] No„[lb] 41810 0.750 31357 1365 ___ Input data and results must be checked for agreement with the existing conditions and for plausibililyl PROFIS Anchor(c)2003-2009 Hilt]AG,FL-9494 Schwan Hall is a registered Trademark of Hdln AG,Schaan ,, µti A 1 b www.hilti.us Profis Anchor 2.5.5 Company. Jacobs Engineering Page: 3 Specifier, Project- Agilyx Feed Pre Melt Address: Sub-Project I Pos No.. 25PW3011 Phone I Fax: I Date: 7/23/2015 E-Mail: 3.2 Bond Strength Aria Ne9 = (NJaa)WemNa Wec2,Na 4/ed,Ne Wco,No N . ACI 318-11 Eq (D-19) Neo z N„e ACI 318-11 Table D 4.1.1 A,4e =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) c.Ne = 10 de'4711)N6- ACI 318-11 Eq.(D-21) Wec,Na= ( eN)5 1.0 ACI 318-11 Eq-(D-23) Wed,Na=0 7+0.3 (Ea'!bf1)5 1.0 ACI 318-11 Eq.(D-25) GNn Wco,Na=max(9-r,cNa)5 1 0 ACI 318-11 Eq.(D-27) far. lac Nun =kin. rk,c-nlN,scre-Ktiond'11-da her ACI 318-11 Eq (D-22) Variables tr,e.n:,c,[psi] de[in.) het(in 1 c.o..,(in I r:,(Psi) 1701 0.750 1 8.000 - 36.000 962 e1N(in.] ec2.N tin.) cnc lin.1 t,iunu ha tuaseie 0,000 0.000 20 132 - — 1.00 _ — 1 080 07-800 Calculations cNe[in] ANa[in 21 _ kw V11-21 sired Na 9 284 759.35' 344 74 1.000 Teel,No Wer,2,Ne __ _ iycp,Na Nita[lb] 1.000 TOM- 1A00 14512 Results —." NeY_Ilbl 43imnd Q erernic i(4,mandite __ 4,Net?Phi N„a[lb] 31991 0 650 0.750 1.000 15596 5460 Input data and results must be checked for agreement with the existing conditions and for plausibility, PROFIS Anchor(c)2003-2009 Htlti AG,FL-9494 Schaan Hillis a registered Trademark of Hdb AG,Schaan r, MI p11` 2''] 1^• t www.hilti.us _ Profis Anchor 2.5.5 Company Jacobs Engineering Page. 4 Specifier Project: Agilyx Feed Pre Melt Address Sub-Project I Pos.No. 25PW3011 Phone I Fax. ] Date: 7/23/2015 E-Mail 3.3 Concrete Breakout Strength A.,4 y Nu,a = (A,r o)Wec,N ,ed,N Wc,N Wco,N Nb ACI 318-08 Eq. (D-5) 4,Nu,5 z Nva ACI 318-08 Eq. (D-1) ANC see ACI 318-08,Part D.5 2.1,Fig.RD 5 2 1(b) Amts =9 he, ACI 318-08 Eq. (D-6) 1 Wec;N = (t -I.2 era)s 1.0 ACI 318-08 Eq.(D-9) 737,-A l 1 WedN =0 7 i-0.3(1. 11,�I)<1.0 ACI 318-08 Eq.(D-11) r Illra,N =MAX(c—c 83U 1'Jt�e')5 1.0 ACI 318-08 Eq. (0-13) cac ' c,c Nn =k„A f hlei5 ACI 318-08 Eq- (D-7) Variables he fin•] _ e<:,r,[in] cara[in.1 ca,,,,,„[in.] Wc.N -8-O00 0.000 0.000 36.000 1.000 car[in.] kcn (c[psi 20 132 17 T 1 3000 _ Calculations ANC[in.') AN50[in!) 'Vec,.N a'ec2,N klled,N Wce,N Nb[Ib) — 1089.00 576 00 1.000 1.1500 17000 —r-000 2f069 Results Ncba[ff Ib] 4rconctele (tseic,nrn 4Inondueple ()NU,9[Ib] N,,,[Ib] 39884 0.650 0.750 1.000 19419 — 5460 Input data and results mast be checked for agreement with the existing conditrons and for plausrbtlltyl PROFIS Anchor(c)2003-2009 Hdti AG,FL-9494 Schwan H4U is a registered Trademark al-trill AG,Schaan $ %N1 www.hilti.us Profis Anchor 2.5.5 Company_ Jacobs Engineering Page. 5 Specifier Project. Agilyx Feed Pre Melt Address' Sub-Project I Pos.No. 25PW3011 Phone I Fax I Dale' 7/2312015 E-Mail: 4 Shear load Load V,,,Obi Capacity 0V,[lb] Utilization(Iv=V,,,/pV„ Status - - - - ----- — -- -- --- - ------ --------- --- Steel Strenglfi' 87n —TOT -40----_— - O)< Steel failure(with lever arm)* 874 2262 39 01( Pryout Strength(Bond Strength controls)" 3495 33591 11 OK Concrete edge failure in direction x+— 3495 18420 19 OK anchor having the highest loading "anchor group(relevant anchors) 4.1 Steel Strength V„ =ay...,.(n 0.6 Ase,v fele) refer to ICC-ES ESR-3187 ¢V51Ce1 Z V,,, ACI 318-08 Eq.(D-2) Variables n A„,v[in.') G.[psi) ayseis (n 0-6 Anew fum)[lb] 0 1 0.33 125000 —— 0.700 - _-250135 - Calculations Vsa[IN - 17560 Results 1 1 _Vs"[lb] _ _ Q,sfeel __—_�pb ¢Vsn[lb] Vua[lb] 17560 0.650 0.800 9131 874 4.2 Steel failure(with lever arm) VS' =ClM,L„Ms bending equation for stand-off rvt, =Ms(1 -4-i N„N'e > resultant flexural resistance of anchor M,0 =(1.2)(5)(f�,min) characteristic flexural resistance of anchor (1 - N") reduction for tensile force acting simultaneously with a shear force on the anchor tbN,„ it(d)' S 32 elastic section modulus of anchor bolt at concrete surface L„ =z+ (n)(do) internal lever arm adjusted for spatting of the surface concrete ¢VM i V"a ACI 318-08 Eq.(D-2) Variables _an ruin,.ling N„.,[lb) 4 Ns.;[lb) z[in.) n do[in.] 2.00 - - 125000 1365 31357 1.875 0.500 0.750 Calculations N M2 2 fin Ib) (1 ¢N, M,[ut.lbj L„tin.) 4093.647 0 956 3915.449 2.250 Results -- V''116] -01,met 4,V,[Ib[ _V„„[lb] 3480 0 650 2262 874 Input data and results must be checked for agreement mum:he existing conditions and for piausibdr yi PROFIS Anchor(c)2003-2009 HO AG,FL-9494 Schaan HiS is a registered Trademark of HMI AG,Schaan wi $ 3R www.hilti.us Profis Anchor 2.5.5 Company- Jacobs Engineering Page: 6 Specifier Project' Agilyx Feed Pre Melt Address. Sub-Project I Pos.No: 25PW3011 Phone I Fax• [ Date: 7/23/2015 E-Mail. 4.3 Pryoutr(Strength(Bond Strength controls) V`59 Ku,[lAtrm/ tliecl,Na yiec2,nla tjred,Na ykp,Na Nba] ACI 318-11 Eq (D-41) s Vcpg a Vpa ACI 318-11 Table(D 4.1 1) AN, see ACI 318-11,Part D.5.5 1,Fig.RD.5.5.1(b) ANa0 =(2 cNa)' ACI 318-11 Eq. (D-20) cNp =10 da V112Ci ACI 318-11 Eq (D-21) 1 ij/ec,Na = (1 ,I, eN)<_1.0 ACI 318-11 Eq. (D-23) yled,Na'-0.7+ 0.3 (-�—"--)1 1.0 ACI 318-11 Eq. (D-25) c 4irp,Na=MAX(C!L3i. -'1.0 ACI 318-11 Eq.(0-27) Cnr. Cac Nba =1,.a ' Clr,e•t`tNSeta-Knonu'rE'da'he AC1 318-11 Eq.(D-22) Variables ku, Ok,c,um>[psi] do[in] het[in.) C,,mu,[in.) 1k o[psi] -"2 1-701 0.750 8-Mer 36.000 902` e,;,aa[in.) ee2,N[in.] — _ cae[in.] Kbond 4. aN,ses 0 000 0.000 20.132 1.00 1.000 0 800 Calculations 0Na[in.) ANa[in 1 ANao[in 2] y,ed,Na 9.284- -- -759 95 344 74 i 000 - _ y/rcl,No y ,ec2,Na Vcp,Na __Nba[lb] 1.000 1.000 1.000 14 512 Results V4,0 1b) rycpncrrIe (seismic ymondunde (Vu,g[lb) V„a[lb] 63983 0.700 0.750 1 000 33591 3495 — � Input data and results must be checked for agreement mitt the existing conditions and for plausibility) v PROFIS Anchor(c)2003-2009 Hilo AG.FL-9494 Schwan Hill is a registered Trademark of Hilo AG,Schwan www.hilti.us Profis Anchor 2.5.5 Company Jacobs Engineering Page' 7 Specifier Project: Agilyx Feed Pre Melt Address Sub-Project I Pos.No.- 25PW3011 Phone I Fax I Date. 7/23/2015 E-Mail. 4.4 Concrete edge failure in direction x+ A`` V ACI 318-08 Eq. D-22 Vcog Ii Avco)ilicc,V it/ca,V iVc,v Why 4lpaullcl,v h q� ( ) V,,,, ACI 318-08 Eq.(D-2) Avc see ACI 318-08,Pail 0.6 2.1,Fig.RD 6.2.1(b) Avc0 =4.5 cat ACI 318-08 Eq.(D-23) = ( * )s 1 0 ACI 318-08 Eq. (D-26) 3c„, We,Lv =0.7 h-0.3(1 5c ,)s 1.0 ACI 318-08 Eq. (D-28) Wn v = �1=91 Z 1.0 ACI 318-08 Eq.(D-29) h, V = (7 (d)o.z‘rd-;)?,f cafs ACI 318-08 Eq.(D-24) Variables ca,[in] - -- c,. [in.] _. ecv[in)----- y/c,V ha[in.] 24 000 36.000 0.000 1 000 10 000 le[in I ). da[in.) {o[psi] .._.-_-._._'Pporaet,v----- 6 000 1.000 0.750 3000 1.000 Calculations A .[in.2j Avc0Iin.2] flec,v V,,[Ihj 810.00 2392.00 1.000 -1,000 1.8-97 59173_ Results Vu,u[lb] gicencrere 4iseismic_ Qhonducme _ +y Vona[lb) V.flu) 35085 0.700 0.750 _`_ TOW-- - 18421— 3405_ 5 Combined tension and shear loads (Su 13v c Utilization(3,,.,,1%1 Status 0.350 0-386 513 38 -- OK Puy=(SN`(lip<= 1 Input data and results must be checked for agreement with the existing conditions and for ptausibitityi PROFIS Anchor I c)2003-2009 f lli/i AG,FL9494 Schaan Hiil,is a registered Trademark of Nth!AG,Schaan w b lima • 4I www.hilti.us _ Profis Anchor 2.5.5 Company. Jacobs Engineering Page 8 Specifier: Project. Agilyx Feed Pre Melt Address: Sub-Project I Pos No 25PW3011 Phone I Fax. Date: 7/23/2015 E-Mail 6 Warnings • Load re-distributions 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 loading! 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. • ACI 318 does not specifically address anchor bending when a stand-off condition exists PROFIS Anchor calculates a shear load corresponding to anchor bending when stand-off exists and includes the results as a shear Design Strength! • 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 • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications • 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,0,E or F is given in ACI 318-08 Appendix 0,Part 0.3.3.4 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,Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength.In lieu of 0.3.3 4 and D.3 3.5,the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3 3.6. An alternative anchor design approach to ACI 318-08,Part D.3 3 is given in IBC 2009,Section 1908.1,9 This approach contains"Exceptions" that may be applied in lieu of D 3.3 for applications involving'non-structural components"as defined in ASCE 7,Section 13.4.2 An alternative anchor design approach to ACI 318-08,Part 0.3.3 is given in IBC 2009,Section 1908 1.9 This approach contains"Exceptions" that may be applied in lieu of D 3.3 for applications involving"wall out-of-plane forces"as defined in ASCE 7,Equation 12 11-1 or Equation 12.14-10. • It is the responsibility of the user when inputting values for brittle reduction factors(�nandu,ii)different than those noted in ACI 318-08,Part D.3.3.6 to determine if they are consistent with the design provisions of ACI 318-08.ASCE 7 and the governing building code. Selection of y5nonn,„,e= 1.0 as a means of satisfying ACI 318-08,Pail D.3 3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level<=the design strengths calculated per ACI 318-08,Part D.3 3.3. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor(c 1 2003-2009 Hilo AG FL-9494 Schoen Ha is a registered Trademark el Huh AG Schwan �(alow • un r www.hilti_us Profis Anchor 2.5.5 Company: Jacobs Engineering Page 9 Specifier: Project. Agilyx Feed Pre Melt Address. Sub-Project I Pos No. 25PW3011 Phone I Fax- Date: 7/23/2015 E-Mail: 7 Installation data Anchor plate,steel.- Anchor type and diameter.HIT-HY 200+HAS B7 3/4 Profile:Square HSS(AISC);6.000 x 6.000 x 0.250 in. Installation torque:1200.002 In.lb Hole diameter in the fixture-dr=0.313 in Hole diameter in the base material.0.875 in. Plate thickness(input):0.750 in. Hole depth in the base material:8.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:9.750 in. Cleaning:Premium cleaning of the drilled hole is required y 6 000 6.000 • 3 0 0 0 � o ---._� � - -o' _•^,..-_fix rn (0 /J 1 I _ 2_ __-_• \ 1.500 9.000 1 500 Coordinates Anchor in. Anchor x y c.. c„ c,, r-„ i —4 500 -4.000 36 0100 45.000 36.000 45.000 2 4.500 -4.500 45.000 36 000 36.000 45 000 3 -4.500 4.500 36.000 45 000 45.000 36 000 4 4 500 4.500 45.000 36 000 45 000 36 000 Input data and results must be checked for agreement with the existing conditions and for piausibhlyl PROFIS Anchor(c)2003-2009 Hdti AG,FL-9494 Schaan Hilu is a registered Trademark of Htlil AG,Schaan �,►a 5w.4 1,13 � 4f www.hilti.us __ Profis Anchor 2.5.5 Company. Jacobs Engineering Page- 10 Specifier Project: Agilyx Feed Pie Melt Address: Sub-Project I Pos.No. 25PW3011 Phone I Fax. i Date 7/23/2015 E-Mall 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hite products and are based on the principles,formulas and security regulations in accordance with I-Idtl's technical directions and operating,mounting and assembly Instructions,etc.,that must be stnclty 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 Hilt,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 I-fllli Website. Hilts 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 ezislmg conditions dnd for plausibility) nROFIS Anchor I c)2003-2009 Htlti AG 51-9494 Schwan 1 55115 a registered Trademark of Htltu AG Schwan