Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
RECEIVED JUL 2 7 2015 STRUCTURAL NOTES—PRE-MELT FEED SYSTEM, AGILYX,TIGARD. OR CITY OF TIGARD 1. THE GOVERNING CODE 1S THE 2014 OREGON STRUCTURAL SPECIALaTYICOE5E(2014 O SC). GENERAL THE NEW PLATFORM HAS BEEN DESIGNED FOR THE FOLLOWING • - A. DEAD LOADS: WEIGHT OF BUILDING MATERIALS P1iOtc' EQUIPMENT: 13.5 KIPS (EMPTY) `$fiu 1111 �fT. 14.5 KIPS (OPERATING) 1 B. LIVE LOADS: 60 PSF (ACCESS PLATFORM) C. EARTHQUAKE DESIGN DATA: ' LATITUDE/LONGITUDE =45.429N, 122.764W • .n C(1.7.--7074 ti SPECTRA L RESPONSE ACCELERATION PARAMETERS A, ^�� +� MAPPED DESIGN • ,Z 14,E t,• • Ss 0.974 SE's 0.721 ;-•rFv\, •0.423 SDI 0.444 SITE CLASS = D • 0 4 I 3W)11? 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: 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 114" 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 ACI 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 X TEMPERATURE AND TECHNIQUES. - 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 X OF THE CONCRETE MEMBER BEING FORMED. - 4 fp REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS I PERIODIC w 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. - 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) MULTI PASS FILLET WELDS. X - 3) SINGLE-PASS FILLET WELDS > 5/16" X - 4) PLUG AND SLOT WELDS. X - 5) SINGLE-PASS FILLET WELDS 5 5/16" - 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. r, • .Y•r Z x - , , , ' "' 4, ,.., , .. i.„400,,,.:... .) `. ��pp , r ,100,. i ,i,..--is - \,,,. .0.404 ' 1 il(1 . - , . 6�jpp� r/ S is . �.‘‘1t1 r. t_i.ti, h 1t3 Hlliff., 4.4 w U, 1-.e''',..1,.' �N ' , ' 01. • r.::]GON • C v 1• : d tS/3o b oy? J Jacobs Engineering SK- 1 - SKJ Feed Pre Melt System_Structural Support July 23, 2015 at 3:12 PM 25PW3011 Support Structure- Isometric Rendering Agilyx_Feed Pre Melt Rev 7.23 .-. • .r z' 'x I ,►, '6 . < fig a 41011.01:•'.4.S:V . ilk . 4246, �,4, 4lY� s yea, 0` . Yak aS\ 'Nei 1 m � ' x3x4 6x9 , v 0 *,�� yak - r „I X r fr I • , OP( N ��b .It 17 X 0 X 0 N N - 1 2 1 A. Jacobs Engineering SK- 1A - SKJ Feed Pre Melt System_Structural Support July 23, 2015 at 3:13 PM 25PW3011 Shapes Agilyx_Feed_Pre_MeIt Rev_7.23_..' .x .Y .Z N Ili ` ` S-ti-oP W Lam.Q 5 /-1,-,z4-414 r #2 H 2� %�~ fit- 4/a 2� S� %N 2 = 9° fLi c< 1 . A HSS8x4x4 M H 1 ! 11 1 v 1-S g x a x HSS8x4x4 i z '� I.3A.3 44 a K- to b 4 Ali --- �' HSS8x6x4 PISS 6x4 - ou - HSS8x4x4 ' HSS8x4x4 _� •-.. s , el $111/44 VP 0 th i s X "-*(- `, HSS8x4x4 a HSS8x4x4 G x z z ts) ; \ 2 "'a \M v L v"� . 1)A I • -Ni__ HSS8x6x4 _ HSS8x6x4 _W.— T., vy t. SK-i/- Pc-S lac- Ctro•P G..1&-t..-ti t=76 F-'72-4•14& gi! i - i ▪ * Ar kc. t,r, , wit u 2 Al Qc sillaP Loos-E. 4 • 124-44 inl4 1c+44-E. 40 A.11 Jacobs Engineering SK- 2 - SKJ Feed Pre Melt System_Structural Support July 23, 2015 at 12:17 PM 25PW3011 Plan @ EL 109'-5 5/8" Agilyx_Feed Pre_Melt_Rev_7.23_... 1L2 { . (i1 Loc , c gc4� P et)lPM' t; _s /11 F-R R Ewv I R c ti►D Ts f i ;; - s-,9-0-P- w --L 6z=1) / -4-A 4/ I i , 6'- /%µ." _ - —-,� /'-/o%" x. r 44 HSS8x6x4 v ci to co = HSS.,�. O . V a a 03 v co V 4 ` .� X , lit ..) co N i co _ i Vi a 0-\--- _ HSS8x6xa x v► N Iv --= HSS8x8x4 Q • I 162/9-vii,.14 rc i- &- ; iJorJe SK- 3 July 20, 2015 at 5:54 PM Plan @ 112'-7 3/8" i oS . ) Agilyx_Feed Pre_Melt Rev_7.2o_.. i 1 -;.r .z .x. i r ., r { err '} r 'i (ov%efo! 8f) l�/e-44, 7 *1 (Gc 1 6.4 f-2,e4 46 #2 s ,4C • 0 s HSS10xSx4 HSS10x6x4 et. rE PL4-."J — ., P . q. ,p {b} Cl)A �`4 I)) `r i f_A U) • z • I �. w . , .... • rYP (..1^1 I O. _ NOicS: . i. gyp•(..c. o,tiu=n)f i o,,.)r .571-44-t- Qr c-o nkA t.,) 44.1% w 1 H i?I iQvr Pat% i ] 1 ■ j is/Z sr,Jerr ,9.„,i6 4.A. D2/ ,rJG. trttclL.cA•9 cat's St1,9-ct tc g 2ard4rti io . i 1 /1 6-.w i i o.j 114-&-_• C.r 4y,.l C1 PQ 10 R i o izebg,2.1 t 4-711 o/.1 Jacobs Engineering SK-4 - SKJ Feed Pre Melt System_Structural Support July 22, 2015 at 8:16 AM 25PW3011 Elev 1 _Looking North Agiyx Feed Pre Melt Rev 7.21 .. �Zl .x a i (1114 I=l1./i i1 #-1 �c xi�l� Br) /-7//-49.2?C #2 r o.t _ _ HSS8x6x4 T Y N cn PLcr C HSS10x _ HSS10x6x4 • • 2 S ( t? x • z 1•)Or& O o,J cK_ 3 Jacobs Engineering SK- 5 SKJ Feed Pre Melt System_Structural Support July 22, 2015 at 8:14 AM 25PW3011 Elev 2_Looking North Agilyx_Feed_Pre_Melt Rev_7.21_.. ,r ,z .x i • Fit,9-444i:-- # 1.- i _ .l r 10 S - HSS8x6x4 s PL. 1 { i p x �+■ co N 1 1-OS HSS8x8x• et 5C= PL A-n) x co X U) GO I 1 1 r . Fa/2,_ 1 Fo n!e-i rt-o+..)N3, c6:16-: SK- et # .04-s S . i . . Jacobs Engineering SK-6 • SKJ Feed Pre Melt System_Structural Support July 22, 2015 at 8:19 AM 25PW3011 Elev 3_Looking North Agilyx_Feed Pre Melt Rev 7.21_. ,r L I -•x 1 I. i Fi2R-MCC. It l S 6 - !/ryr.N 4'. �v/ N z , O S HSS8x6x4 _ I et r-C Pt-1 2)A m `tiF j e. 1 L.9 x HSS8x6x4 ti :,.. 4 a t=L Pc► (,? t., ei, cr-li 2. # li 1 v X x CO CO co to CO CO 2 S v x x ID 0 co Jacobs Engineering SK- 7 . SKJ Feed Pre Melt System _Structural Support July 22, 2015 at 8:22 AM 25PW3011 Elev 4_Looking West Agilyx_Feed_Pre_Melt_Rev_7.21_.. • . + .Y il Z. .x r s i i B ,f F1-2-4-446= { 'e • X * / 0 f _ , H- 8xox4 __ H x x4 1 a- cT PLfr"J 0. ... v '. A, CO co �o CO co coo CD I I co • n- A. I . F02 I rJ i=o r-J sN-vta,J, f— Sk- 7 2. FQ441c SN-,}-t.. ecm rcz 'Jaw 004) SLq-e &xie-.-).fiot,) . rei sK- I9. , Jacobs Engineering SK-8 - SKJ Feed Pre Melt System_Structural Support July 22, 2015 at 8:25 AM 25PW3011 Elev 5_Looking West Agilyx_Feed_Pre Mell_Rev_7.21_.. s.,tj,�,�;, 6 P -IW.e-% P-aect #,2S-P+N?o/l _ JACOBS lY r Sheet No of K4 7//S - Date --i�I / eiA ci isJ b/i 72t, I 1 V i 6 024.41 2r ft j4 x // x l '—o`� 1 ' I - / .- rYP (>JO, 2) sZ \ - - — , 12 "/J04. f hLiee.,1 i< -' t ! LC _ . r • a �, . C1Flw /00*- O O • ♦ S • . : a Q N-i t..r, 1-1-r,' rIY- 200 (n1 d ,F l ) 1 4:6 1-1-C- v oRr (G-ri-k ge--6 r) if TYP 'YP ,.. / 1 ° ° er 6x (o . =� /6 1/4 \ - • 0 X /2uf --* 1. Go N %A.4 c-roA r/f 4t(. /4-v o 1 Q c v 7-7)".)%".1 4 erg- A4'�r4 4-1.4 4 C`.'C! r7 X14 RiS,'Ai,A ,.c r l i 2 . / /Z 6 < 420/ c1 tc= PT/) W6=1_6 . sK-cr 6& 4-' t. • Subject _IZ e - Via— Project #.7S"/)v�l �0 N JACOBS Sy.cfAi Sheet No. of Authored by k 4 Date MS- Checked by Date S t 0. 6 G,g.� k / `;—YD Itrs'10)(4 • Vt �h — — _ — _ , _— — — — 1 4 %6441*K a Sa l3} (3) r 4- (5, i I -5/tx 7 0 - 4 6∎r4fils SK-i O -Scr-+"7 0 .J ' �blerl FL P— //w� •"�lZ PrOjeCt ���}/J JACOBS 1 A Y Sheet No. of Authored by 144 Date _T Checked by Date ► Litt r &r8x 6 Mr's,91x SK-11 61/4_ o / 4d n � r ^ 7 LS /6 3 - 1 T, �� _ j x XFwD, i)-• HT S 10 x 6 —Z----� + ` y 7 - - _lip'?7)-P �- �1rs 8x IA I \I � 1111) I ... 47At 'YP /t6 ` Subject FL� PA E'' Z.Project # 2 . W_?6 1 1 JACO BS a yr re, • Sheet No. of Authored by K Y Date Pi/s Checked by Date \ \ r r \/ II) ?r4 of i.F2'p0 ib4-.7 r \ r . / .� ?x 3, TYPi / \ , . J 1 4 1.+'-1— HIT T G x !c t 1 1 !%) 14- D � I (yo1C r4\ I I \\\ , I. +try i Ox 4. _/ D E q-1 L subj., �"Z"o P T� o� - teS 0 l JACO BS' Sheet No of aut,,r,i. 1.44 Date 711/S Checked by Date /h /0 x G ait c4-P r 'A;) I I Z I M( / '. // III Vi L / // I 1 I' --- . M2r 6x 6 Ox 3_ r ., (^'° 43x 3 ) irP ,M 4- Q r V .- Sic-1s 43x3 . , " (^)o 43A3 'S/M i ri.0- Mrs- Bx G - kd ' - - - -- '_ ___1 ' • ---- -- 'C firs- ex ` I I — . - t Ca c. (4) nP . 0 c-7-7/4--R. , . Subject �P ' Project #?�pt4 3°+, JACOBS 1'Ys'r liPel No of Authored by 1.44 Date 71/r Checked by Date /HS gx6 /Tt6x6 4 x3, 7YP I I I + TYP Sic-/ Subject ("6-6O P/2•45- Z/Project 2S P N ?c 11 JACOBS CV!7E--st.+ Sheet No. of Authored by 44 0 Date TI iS Checked by Date c-Q l P A/.0-KIT 4-7Q (..0-02A 4i-E 6-Qu1P4) For i• C E I 5 Vex.)b(3/L h4, /n) Cal C�?v1Pi ca,Ni 4C:f_1.-14 4,.J( Li al 7 cZ 2 / et f t A 4+J I % X Bx 0-10" / til )( 144" ('E0 2-4 Itrr l x 0 (%) '24' . ti. C*1-'6 Al n— E-Q v l NA.,tz-s.1 r- v oa/t _.6/2"haw 4s, as Equin; (-48Ar/1e..7a4 �%2" IOx RE46 ,� 2%s (N01C1 ) r 4. - .i > %) 2-4 NSs /On yrscQx ( {a ' G 1. M 4-1"C// L t;J 4 H OF c=6?0 r P i G0AhJ er.- '4 4 i4-PJ 4 (...E, ?, re-e-7 rgcii Pi 6)2.A ,,4t roR Ai')A►e`=4 si II 2r eF &oi_i s, 0 ->^ 4.1 P"- 1 2-r W JACK BS, Subject �� p� �, Project � ?on l Ys l ePt^ Sheet No. of Authored by KGV Date Checked by Date Pry SK2 �, .6 1 , thJ) /1Cbx G,i YP , (- .n <,Joi E 3) r i C.A S !".14 rt.-4$ PR u ./////;:///) ' / • nlo : e11i&t Pole /ADO 1 i 0, �9-t. i.J Fo/LAI 19 E I J . 2. D t M c=�-t Sid•,! r W /in Or.) Dm-4A_ l?c l l e-t A V c-,2f F7 c=t0- C11-4-u- irk i tt E c=am►err..i (. R PRI a it To ri,gam. koo e,. . 3. I r-cee Aitp r% 0 i'J C.4) t J ev+ . j r L o GA-tr 0 &I s/ of r1,E • or,lc • CItow.J, H4v€ getasJ 0 Mii i Fo F02o41 irk Pt. --J, I-1)12 c_ch iTy gt ,y-,\J &IA-) f e Sc44.6 : Subject � .A_ 19/2.45-_AA-6.'L A Project J W ° I) JACOBS ryri rel Sheet No. of Authored by 14 Date _ /S-- Checked by Date (E) f I� (A) � f L ( Pv PPo/2) >-,--R v r ree R.A.a Or a /24 es.c. (A/ - 9 0• Mx c4. L=,,,0 9-r !N) H.;S 6x !o tl t I) 1'M-0 w I.J Cr 0 a 8E"foN 0 II II (s) i V b co. . I a Ex Is ita41'c4-$ (I II I I 11 1 II y8" I1 0 ,2 "cCa: / . il* — —. _ I J" v %,4.. I I E --"--- --i - s 7——41,,vl , _ ( . . - 2- 8' �' r�"a '� IC-itc ( . or I ) 6;f4 a*Et 1,49%0 (€) fL,-g • (-1 „34 /t/L- i ii-1-/1-Y 20 0 #9-x i l-O w a / •e. wt___. ,Le L 14 t. t'a CC) 5.L/-2 (NJo re 2 •JO1cS /• ,10 IL 1 rt-,4-t.c e /4,494-c27-61t 713 4 A..)j M U Ail s-F' ?S' or /h.7-4/1 d /-C c? ( n'l---o b r/i 6 1 6 P,2 (-7 p ) 4 4 4 4 e/ tit,J i t-7 ,5!l. Y Q c=+J c i Y. 4,14,--c.H Fort r i s,J 4 M Lc 4-1-44"F-i4-L . ?. T' C.e N bi i i o..) a c c.J 2 r tf-4- N- nl o f-4 H o w err' C--0 4-c r 9-r' i► &%..i s c./4-11 4-6 0 • i 0 0.3 . - Sg-2O R. 0 JACOBSa STRUCTURAL CALCULATIONS for RECEIVED agi JUL 272015 • I y H CITY OF TIGARD BUILDING DIVISION 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 444P.E., S.E. '10.. PR©f r osiii'• 441 t :coy ‘: 04/reiaguit JACOBS ENGINEERING 5005 SW Meadows Road, Suite 100 Lake Oswego, OR 97035 1 t I 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 2014 Oregon Structural Specialty Code (2014 OSSC). 2 .Y z. •x 441F 11:40010 '.1 ,...- . S r ,, - 4 • 141. --- J . f(4J , i !` ! 041' .... .00r° 444010100. i tea { i.i ., ' . : ..'".--, :. 11.4 l : t".''' 1 a! 0 Ir , .• _ , i e ., .., . . , , • , . .1 .,. _ _ . ..,_ . \ l ' ,.,. 1 , . .„ F if I 1 , —1 1 - Jacobs Engineering SK- 1 .I SKJ Feed Pre Melt July 23,2015 at 1:58 PM .4 7 25PW3011 Agilye Feed Pre Melt_Rev_7.23_C... L V •Y I '' Z �X Al* 'ItOW pp !IL N62��,r• .� cz r to • 37 ",rq •35 Jacobs Engineering SK-2 SKJ Feed Pre Melt July 23,2015 at 2:04 PM 25PW3011 Exterior Nodes Apilyx Feed Pre_Melt Rev_7.23 C... 1 1 7 I .Y I z• •x ..4111tie — .10N;r0IPI, loop.,•I impiximkcir " I A li► �� N62: ei N53 • I� N33 79 2s N12 . 10 • 37 25 •-24 35 Jacobs Engineering SK-3 SKJ Feed Pre Melt July 23,2015 at 2:05 PM 25PW3011 All Nodes Agilyz Feed_Pre Melt Rev 7.23 C.. 5 .Y Z• .X to 10' 4111111111HigAblkil ":3796 11111 19111110. 1411111•0, t. „. • _ i N __ww � A~ • Jacobs Engineering SK-4 SKJ Feed Pre Melt July 23,2015 at 2:06 PM 25PW3011 Member Labels Agilyx Feed Pre Mef_Rev_7.23 C... I 1 C .Y r l ' 1 Z 'X i �5��59;8.44( fop 464q FA Ai • �s �: /� s � 3x 9gI �s:� i Alk 0k4 .,fix /r0�,` 1 �S7 h 4:6_,A `� 8x4+1 � T� `� t`n Ap t q 4 .4 sk , A a� co Jk / YA ,N�? Qfs4q pp .,_, (.„)_ F,: x 000.. ,r,,,t. \ASSII,.. 044111.r wejlklfr.46\'11- 11.4,tub.,._cij: 'e'SSSI'S 1 it 1 _ N p , vpli 2 fy � e. 01111 V •sr V (O rn N a q P. x CO N N a = fi l,>, Jacobs Engineering SK- 5 SKJ Feed Pre Melt 1July 23,2015 at 2:07 PM - 25PW301 1 Member Shapes Agilyx_Feed Pre Melt Rev 7.23 C... , . i 7 .Y - •Z x . - YI-0" ,-,i Ilbilibit...449,9,70464v a,*a -4441111h4r1 ■ ch hotei ,;:;_l. • .7' Le' le. -7f. "`%1 k b. iiiiill. . u3 .4P- VA w i ,• . , „, vphill.- 4 g . . IP Nt x lb (!) CO ! At. !;,-.-=-• 1 .. ii — . - Jacobs Engineering SK-6 SKJ Feed Pre Melt July 23,2015 at 2:13 PM - 25PW3011 Member Shapes - Mixer/Extruder Level Agilyx_Feed_Pre Melt_Rev 7.23 C... 1 V 'i 8 ) .Y a Z •x. 1 { Vas* , 4-6 ■ , .111100HY4? #./ 4401111P 4 cn .�A,x3x4 x %.,51:5*- a 74 g 0 x Jacobs Engineering SK - 12 1 SKJ Feed Pre Melt July 23, 2015 at 2:19 PM - 25PW3011 Member Shapes - Compactor Level Agile Feed_Pre_Mef_Rev 7.23 C... ° I T • 9 Z' X • -3k -14.5k ., -.1k 4 r� .\_ -Mks, Xk44 4 . - �� 111111111r.4 • I -3 • Mks'.4 • 6oirofrilir 4114 r Loads:BLC 1,Dead Op Jacobs Engineering r SK- 13 SKJ Feed Pre Melt July 23,2015 at 2:20 PM 25PW3011 Loading - Dead Load AgiMc_Feed_Pre Melt_Rev 7.23_C... . [ 1. i . z x . - 40111160. IIIIIPIIOP - 411111MIWA-/ 1111■,-k.41111,0P-. , .06ksf --qq,-4.- ---"Iv,iprif __ ,. -- -- • • oo„ ,-..-.4........_ ii ,,,, ., . ,..„. • - ..e...A 4111:*971.014.,,, '- Alr- _ irmit ItOe a.' Tfr,pp 1111 PIP( , Loads:BLC 2,Live - Jacobs Engineering SK- 14 SKJ ; Feed Pre Melt July 23,2015 at 2:20 PM .. ,25PW3011 1 Loading - Live Load Agilyx Feed_Pre_Melt Rev 7.23 C... 1t .Y z x 1.73k AillNow 8.36k F„,..,Applo. ,40-WAid_ 401 1-kl‘ pplo 4 4:4 fr Loads.BLC 5,ELX Op Jacobs Engineering SK- 10 SKJ Feed Pre Melt July 23,2015 at 2:17 PM • 25PW3011 Loading- Equipment Seismic Load E-W i4gilyx_Feed Pre MeI Rev_7.23 C... • • ca .Y I I Z X 1.73k A04 8.36k ittt .‘4141—WVI 616.. 44110.. Ailmr.--0,1 yr-Awl na Loads:BLC 6,ELZ Op Jacobs Engineering SK- 11 SKJ Feed Pre Melt July 23,2015 at 2:17 PM 25PW3011 Loading- Equipment Seismic Load N-S A9yyxFeed Pre Melt_Rev_7.23 c... C517110 0 /lc pen5117) Jig'OS >4. s6:01" V4231•'770) �'?i''► `So1. -44e1t2 �• �K1�V '9-1 is IS 44-1MA>a k:33l fi:%n) tvn-9,$ av .4va) 400, I11U1 =44 \4T'4 5 ,ist-t ; x,59 1 9-1 3 (c0c + 1) la e'+3Cirt-) tz-r 4,1` VsV dp s , ?_t2 v046,41 ) Q00 JAA Z =�{ 64L-el Q-41'Sci ervi r -t/,1 =PI Z 4 I) (1/ 7:1777-11. dmd1609%* ,j ( ' CrTYPH'9) S49Sr 'a5) T4b: :1°5 l-eL° 991W 3')1411 oleo .(q P9) 943 !o oN WENS IO M6'3' 1oeroid oloO Jo r�, r,(� �tq peJoginv pe!gns saoavr � . b s ubject , h4eL Project a5 rw 30YA JACOBSS2\ L LS-/K.t' t L�r'\t Ad'r Sheet No. 14 . of _ Authored by 4" Date 744,45 Checked by _ Date _ cps= . So\ - .Lop (see- u56-$ Pejoi.t� i Q e J 1od)Ar\Y1p .144 Jp i ►V r ( 4 224) 4 1. Y 1 Ay 1.5 L= q`-555'‘ wr= It t kk 13.5k e0ePiy .(EgwpM h+� .eipply 40 tthkr 61 916cV cE CO)1A POrt(1) afilf&C;PVIi8di EANA weer c tsij4t, (66-a cgitkr) owtoVio,.101 - '1047, • Design Maps Summary Report Page 1 of 2 IS L 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 B 'averton it S000n' o C.9 ArIP v o Milwaukie Ward � ard a , 0 Lake Oswego . N O R T ,i 0 King City OtvU9ni ', •` � y .A / a AMERICA .. •'• O Tualatin ,i;• mapquest 020 IS nqu Sense NapQnest USGS-Provided Output = 0.974 g S„s = 1.081 g S0 = 0.721 g S1 = 0.423 g Sr4r = 0.667 g S01 = 0.444 g For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted)and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP”building code reference document. MCER Response Spectrum Design Response Spectrum 0 90 1.10 0.80 0.'1 0 72 0.99 0 24 0.77 0.5,- a 0.“ Ci 0.49 . tX 0.35 ]A a 10 0.44 0.32 0.3] 0 24 0.22 01r.. 0.11 C.02 0.00 4----4-4— T—F--1 0 00•� _•—t-- —i- —t 0.00 0.20 0.40 4 CO ?,80 1 00 1 20 1.40 1.50 1.20 2.00 0.0.0 0 20 0.40 0,60 O E0 1.00 120 1 40 1.60 120 2.00 Period, T S sec) Period. T(see) http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latit... 6/26/2015 JACOBS Subject tft{ Qt-All Project Q"j bOk Sheet No _ of Authored by 9K3 Date _7/111J' Checked by Date 'i�5rn(L �i'A646t5 -S p k)ci S t� w� (�J�r�bu �c�i�1 Si Li ,rye. 6;r�,I::� 1-1)6-5 La6lolit� OF c ; Ctdk.$-,2� .7d15 ! ,0 �&RA \ /140(49 4 D- „ (S1e42.1 06.litcfy) = it a CA: 1 t 0 Q i aa FcGP .. (S)a.i .'Acf t/ CoV?« jimcca ) _ .?7g l A/1004,1 V\a fie. A Pf4 CS +0 _ AloAr (i, tin•, %,: �s= (10..1 (Ia,(1) = oaSsc , sa, t- 1 . (.d z t. Cs' x.77 (NIT) / Cs- of (I3V) Y ,0317 ' . 0 • Subject krt )ft 'N-t* Project �,N JACOBS !" Sheet No l 7 of Authored by Date 3h1/ Checked by Date I. PA (AsCE 7-tv Sep• 14.S.6� rSx-- tel gr.c y TT'� •f Colo 1,0 (0) cd= 115 f$F� .. M / .ce.= 1.a 6416 �,�= .004 C 3�J\ • £- i (M1-) $ I<) / 11 ,bk, : Table. Ia►I - ► k - -to5 4, `% d; • ..Oa hsk 1 aa.=-i la Subject k;r-,? 4r� �` Project 02sPv cs'l J/�COBS Sheet No 1S of is Authored by 513 Date 42°45 Checked by Date -_ L-OC-CLACM 41 Cen4` aC 94a1.k ty ses _ (mod aAPi,1,4.(tal �p1ij��UP(f l ktce iA Metier/f>,.1/4 • (Lr EL= 1?11;11:5 8 \ • y. j M 4,,` �t Car+ptGW _ 0A5 - EL 11 C.G US Ntt./ �`� i,E)caitm C'"\PI` ibc /oC(,yi[�n l� ieLk 1,;)- 5 ,l�df✓�rc JAC4BS� Subject fma h1C4�- Project 25�`^i�}J\ AnL-a-.:f"'-------- _.. Sheet No. tq of Authored by Date - I/;`.1/..r.0 Checked by Date .. 7A-AC'\it°44 0 GPe-, AJ- F6(krr 6i For Ioco4eX on s;• - of 1,4er vol,1y e)cA-thy s4a6, way c�.b6 }fit C1 i 2RoF1s Air , o i L.smj re. l-m 1vcces front K iSA- 3D AN(ys s A-AAN1'd 3 A• \0‘6e, O&� Q1aN) N l i r - ( C:drait r rii • (savecntr� A tilvo i, Toyer Nn6Itit`c cote v_f, Skat K= atGLiu S3ear Z ` K tlpi; = S,96kif` 1 e e I r r r I r r it F' Company Jacobs Engineering July 23,2015 (• Company Jacobs Engineering Jury 27.2015 ,�i et r 6�y ,. DetlOfltu SKJ �i r �- ..eb uer SKJ J s I "i J06 Number 25PW3011 Checked By KG E�r.�r1 -alb Number 25PW3011 Ceedsed Sy Co r r .o a air , a10da Name Feed Pre Merl ,r c o. ,,o c,, : Mddel Name Feed Pre Mel Global Global.Continued Disptay Sections for Member Calcs 5 Seismic Code ASCE 7.10 Max internal Sections for Member Calcs 97 .Seismic Base Elevation(II) Not Entered Include Sinew Deformation? Yes Add Base Weight? Yes Increase Nailing Capacity for Wino' Yes I .0"C X- .02 include Warping? 'Yes 'C12 _ 02 Trans Load BMm intersecting Wood Wall? Yee ,T X(Neel Not Entered , Area Load Mesh(met. _144 _ __- _ __ T Z(sec) Not Entered -- .... Merge Tolerance tmI - 12_- _._ _ ,_ pit$ _ _ 3 P-Della Analysis Tolerance •0.5014 ____ ___ __ R Z _ _ _ 3 Induce P-Dena for Walls? +Yes • ;CI-US.X - 75 Automatically Iterate Stiffness for Wags? ''Yes iCt Etas 2 _ 75 Max iterations for Wan Stiffness 3 SQ1 1 - - Grainy Acceleration tfVsece2) 322 _ SDS 1 Was Mesh Size(in) � _ _ 1 Ergensolulron Convergence Tor (1.E.) ,4 TL(sect_ 5 Vertical Axis Y R1ak Cat t or 11 I Global Member Orientation Plane .)C1. Om2 _ __ '1 Stave Solver Sparse Accelerated Din X `� 1 j Dynamic Salver Accelerated Solver _ _--._ Rho Z __ Rho X ,._ 1 Hot Rotted Steel Code AISC 141h(a6 1 : 1 Adjust Stiffness? Yep(Itereeve)- RISAConnecLon Code AISC 141h(3&0-10), O Joint Coordinates and Temperatures Cold FoTmog Steel Coda T FiIS15100.12:WO A� __4424! .___2151_.-_ Toren _ .Dosch From Diaphragm Wood ode aaA_NDS tr ASD M.- -r1(- -- - __ a 53._ _11.84.-_; -_.2-83. 0 Wood Temperature <t�OF.._- - 2 rt N2 1.75 9.14 0 0 Concrete Code ,ACi 31041- _ I Masonry Code _ JACi 530.111 arena_- -�f ; 3 ' -N3-- 1.75 914_ ..5.25 0 Aluminum Code 1AA.AD141-10:[RF0-942111iq f�"I _ J N4 73 9.14 �-,4_._ _Q r 5 . __-N5 7: 9 4 _-T_ -0 0 - - Number of Shear Regions i4 - 6 N6 0 914 n 0 Region Spacing Increment(in) 4 __ - r -XI 9R4-1---.o_._. . QO Biaxial Column Method 'Exact Integration_ Parma Beta Factor(PCA) a35 - $ _ _N9 7,,'19 __r_-Q_____t-,_ _0_ , Concrete Stress Block Rte_ .. Lala r � � ___0____4___Q._, _ A _VS,Cracked Sections') Yts a N11 004 1.75 A Use Cracked Sections Slab' •Yea 1 12 t N12 - 7,6 .5 D I -0 , i 14 I, __13L. •�4 a - 0 Bad Framing Warnings? 'fTp- + 14 1 N14 9 9.14 t .59 0 Unused Force Warnings' Yes _ --, _ ! Min 1 Dar Darn Spacing/ :NQ _ _ 1415 11 9.44___;__ (t --T-�-- Concrete Rebar Set 7 R 3A11--- SET AS?MAb 6 ) Ntff._ 9 9.44 �S,t __:__--9--. �___-.tit Min%Sleet for Column �� 17 N18 4 S f. _ _9 -_ __--_- _ Max%Sleet for Column 18 N18 9 9.1 .25 T 0 L_19 . N19 12 2,1_4_ _.Y_125_ _ , .0_ 20 N20 11 1 9.14 - 5.25 0 41 _. .__--N21 7.5 9.14 Q- .- ---. 2_. .. N22 -- 73 � - .- 1. _ 4. __ . 8.25 - 0 _ 23 N23 ,10.5 _9,14 825 _z_. _Q________ . 24 .N24 7.5 I 0 5 25 0 25 N25 i-_-73_ _1-. --uS_ 5 25 0 . 25 1426 33 I 9.14 5.25 0 27 • N27 _ 7_1`_-�__9,14 1 75 0 N28 ..... __4.14 5.25 0 ;_20._ NSA - _1.I__ ~.--_7.39 505 0 31 . N31 ._ 1.5 _. 9-14 11 0 i 32 N32 7.5 9.14 11 0 L__ N33. _.. 7.5 -739 11 0 . RISA-3D Version 13 0 0 [GA.%.1...1_1_1.1Agilyx_Feed Pre Melt Rev_7.23 Column5hift rid] Page 1 RISA-30 Version 13.0 0 [GA_l..l_l_t..L...%Agilyx_Feed_Pre Mett_Rev_7,23_ColumnShitt r3d] Page 2 0 l I I r ' e 1 a r r I r . Company Jacobs Engineering July23.2015 P Company Jacces Eng��eerng .rviy 23 2015 ,•'1-41•j Designer S4J F- Designee SKI F :36. S4 DNUmDer 25PW301I Checked 6y:KG � Ri�_ J00 Number 25PX3011 Cnecred By KG r e MoSel Name Feed Pre Mee *r i..s a e c i r s Mooel Berne FeeC Pre Mel Joint Coordinates and Temperatures(Continued) _ __abet __ _,xLe i . z.1�' _rtmp FrmllwtlzNIM____ MemberPrimars,Data _24 N34 73 9.14 1 9.25 j 0.(F1Tpaasn Label I. ie j,J e, , K.Jtprt Rn;atp uegl,Se00n,Snape Type_ Design Uri Material Oe}gn Rues 35 N35 7,0,__' _____Q____ ' 11_ _:_Q. ___J : 1 J41 N.�_- 1-18'. HSS6x6 ,Colurnn_SeuaraJube ASCAG,B._Typi _ 3e N36 - 0 1 9.14 I 11 0 - '-- 2 M2 N24 145 HSS6x6 Column SguereTube 4300 Or 6.. Tyok'el I 37 N37 4- - _.0___ 1 _._.11__..,__x__. _ _. _, 3 .,M3. �.IQ ' . _. H556x6 Column_SouareTube A6000r8• Tvoicel 39 N38 3.5. -- _12.. J -- -. i 0 1 --.--- ',--4'-�--- ^--- HSS6x6 CONOPI_SeuelAtT be A5ce C4 8.:.. _ 39 439 . ,..• __-_,_. 40 N39 2.38 .1 _ 420 i Q ',�_ _. __ i ._ - K __T HS56x5 Column SduareTube ASLO GrB Typical Q .•_ - 4.25_,�,__-Q__ _.� / e W i 438. i N4j_. _11$S6rex.i/4-. Beam__ Tube A500Gr8 Typical 41 N42 3.5 -- 12ffi-T-11--1 C - _ , 7 Ma I N4 N5 I _.NSS8x6x1/4 Beam_ Tube A5000r8 . Typical 43 N43 238 1.,2,28 __1i .J 0 9 WO 428_..L.N36____ HSS8x6x1/4 Beam Tube A500 Gr 8 'yical r Asoc Gr a }4 NM 0 1229 r 11 0 - - --� f 10 11x1 N8 N26 .-T--... IHSS8x4x1J4 Beam Tube A500ora_ Tvoical 45 N45 _ -1 12.28 _ 11 _1 0 __.J 11 M1Z N26 N31 __•HSS8x4x1/4 Beam_ Tube 4500Ma.. Typical 46 N48 . 73 1,14-_ .�_3.5 --____.�- _..__ _ ,. .121_ M13 .. N38.,.1.1.2St_ ..----I '_T ESS048 _Golyrnn.Spuarelube ASODOIr9_ 47 N47 T.5__. 7.39 _1125. __0 13 F _ _ MU N42 N36 i_Angle VBrace Single angle Gr.36._Typical 48 N48 0 7.39 -5.25 0 14T 1615 1-N25 . 1420 T 20 18SS6x4 VBrace _Tube A506-1303.: Twist 49 N49 0 9.14 7._` .0 ___ • . .-- ..14_ _x.18_ N12 _ 415 90 _1 _�15S5e4 50 X150 0 9.14 3S 0 16 1 1617 1444 r VBrace Tube 4600 Gr... Typical s 1 451 •t _.-�-22,28_, 726 0 428 d0gle 1 VBrace Single Angle A36 Gr.36 Typical 52 452 3.5 . _ _r' ;„2�__�,-_- 0 --` ,1I i _ X78 438 428 . I pie t VBrace.$inple An M A360r.3e Typical 53 N53 . . __ - .16 1 _J�19 99._ ' 1 _-.-'j.-600141 -VBrace_Single An91e_At%ei.36„ Typical Q_ 7.19 ! _i1^-__- 0 , M20 N48 ,4159 _-_.__ i Angle 1_ VBrace Single Angle 4388Brx TYp1Ca1 . 54 454 0 , 9.14 9.25 0 � M21 N48 1449 Mole 1 VBrace Single Angle A380,.38 Tvoial 55 N55 -1 ... _ .11 Mn, _455 , 454 .. __ ; Anglel VBrace,SngleAngle a56Gr75 -TVP I 12.28 7.5 0 56 N58 2 39 1228 ' 7.5 0 22 M23 I N47 1446 • Mole t VBrace Single Angle A36 Or 36' Typical 57 N57 _ -1 1x,28 10.07 1 _Q _ __. , _ _ - 1,24_,_.. M24__ N30 ._ NZ7 Angie 1 Verace.Single Angte 436 Gr 36 Types; 58 • 458 2.38 12.25 4 10.07 _A._ .� 2291_ M25.. ._;__'t42 __ Mae. _ nogle 1 -VBrace.,Single Angle A36 0,39:JY 59 _ N59 .e9,,.,_ _._14,,_7 ._.8.79 _0 ._ __ _a �T. __M26 _ N1 - -+.-,gIGtD None None RIGID , Typical 60 N60 6,75 9.14 -2.33 0 T M27 N4 N1 RIGID None Npne RIGID Tvp' 81 N81 9,.. , . .534_ __-23,3__ -I._._4_._ 4.1 j, ., M28 . _N5-_.N ___ j_ RIGID None None RIGID Typical- 62 N62 12 9.14 I -211 J) 0 I 28 r M29 N3 Ni RIGID None None RIGID Typical 63 483 12 _ _, __11.14_„,..1_____Q. _ _, L�0`_M30 455 N59 _ __ RIGID _ None Nona RI�GQ•__T,ypMrf . 64 ' N64 6.75 2.1.4._ ._.-5.•25 -20 . 1431 . N5S -1459 _. RIGID None None RIGID :_.Traltil..1 65 N65 6.75 _6.14 �. _ 1 __ �-__•___ ---_• 31 M3Z N58 N53 _ _ „RIGID done None RIGID_ Typical ALL______tkee__ 6,15 9.14 -.58 1 0 32 M33 I N57 N59 RIGID None None RIGID Teaks! I 8T 487 8.23 ___ T �� A .- _Angle 2 .VBrace.Single Angle A36 Gr 36 Typical_ ] 9.14. ..a•- 58 -Q_- i 1n M34_ .4429 ___-N5 68 ; 1468 735 914 -2.33 0 34 1 M35 N24 N28 Angle 2 vBface SingleAnao 436Gr76 Twkal 69 -- N69 0 _ 9,74 241__ ..-0 M36 1O _ _ Angle 2 VBrace Single Angle 436 Gr.36• Typical 70 N70 6.75 ._9.14_. 344__.,_-� M27 .NZ__i__,1l4 . Angle 2 VBraca,Single Angle A360r.36• , ical I 71 _N71 _ 9,44_ _AR__ . 0 __ . - . - _ M38 _ iv44 N52--- 99 Angle 3 HBrace_$rnple Angle_A36 Gr 36: Typical 72 N72 2.38 12.28 645 0 • . �r 11 .. •I A y.•ie 436Gr36 Twttel l 73 N73 2.38 12,29. '_ 6.61 ' _Q _ _ 'mil._ 1440 ._t 26 N8 - 90 Angle 3 HBrace i Single Angle A36 Gr.36 Typical 74 N74 0 12.28 1 7.25 --T- 0 '40 t M41 N8 N5 90 Male 3 N $e Mole A36or30 Typical 75 , N75 .. 2,,38�_ J7,-23 r_,JZ _.•__2 I . _ . _, I41 N5_. N1_� _ , 90 Angle3 H&w_$inateMiee 436Gr36 Typical - 76. P875 315 _ ._4.SZ. •. _023_._T_ 0._ 2 42 N1& _Mel I HSS5a4ss Ti m' Tube �1e6`6 at-0:Sypkal 77 N7T 3.T3_ 4.57 0 0 ' .__ !43 145 ! N13 $90 '90 Angle 3. _Ii3rpce,StagleArple.N60r36 Typical _7$Y'_ 478 6.75 9.14 I 4.48625 I 0 r : 44 M46 ' N64 9I 1 lHSSBx4x1N Seam Tube Aa000ia. Typical ! 79 N79 3.75 4.57_ 11 _ -__o - :.45.1_ _ 447_ N45_NM i HS58x4x114_Beam _ Tube A5000rB` Typical H42-47 M46 • N88 N14 -- HS38x4x1/1 Beam Tube 4500-r e.. Joint Boundary Conditions �9 N60 - _HSS8x4e1J4.Beam Tube A600 GrB . Typical Mme.N62 . N17 - i HS58x4x1/4 Beam Tube A5a0 Gr B_ 7ypc Joint LaCN e cti YlWn]____ Willi _K-R06.[1t�a+.OL RQ1,�Y41p(8_Z,ROt(k ftlraa), Fggirg,_, 49 M51 __ N17 N22 � �H338sallA Beam Tube A500 Gr13. Typical_ I NV Reaction _Reaction Reaction 50 M52 • L 2e 431 ! I 9a Angle 3 grace Single Angle A36 Gr.76 Types 2 P829 Reaction Reaction Reaction ----- - - - 51. M54 432 _ yam __4HSS9x6x1/4,Beam_ Tube A500 sr B. Typica , 3 _ _.eas Reaction Reaction _ Reaction 52 M55 _N6 N4 -�+� ,,HSS70efelf4 Beam Tube A5006ra.., • 4 N10 Reaction Reaction Reaction - - _ - -- 53 _ M56 14 Ni j H6S1046xII4 Beam Tube A600 Gr e. Typical. - 54 P457 N2S N5 - it0510s8a1a Beam Tu 44000ra. Typical N24 Reaction Reaction T. . . _ ____191 Reaction, Reaction Reaction .. J5 - MSt3 - N�__ 419 _' OxM1:a Beam Tube A300 Gr8 . Typcal . 8! _ M;9 413 3 N14._i. ._ 90 Angle 3 H&ace Single Mgle A36 or 36 Typical RISA-3D Version 13 0 0 IG:L..L..L..L.,L..L..iAgilyx_Feed Pre Melt Rev 7 23 ColumnShift r3dl Page 3 RISA•30 Version 13.0.0 (G:1._1..\„{..,1 1...1Apifyx_Feeo_Pre_Melt_Rev_7.23 ColumnShift r3d1 Page 4 . I s A. r r a e r • s r ;;ne.anp Jacebs Er J,neering July 23,2015 �FJR r/��dry/ (�/yy Company jambe Engineering Jury 23.2015 ,11211,"s.4I, ,-. Ocs._1n,. SKJ y JRIJe1 mil. ota K SK./ y ile N.•-.der _'.`.PN[3^11 Checked 6 KG Job Number 2SPVY3011 C,ecled By.KG ...4 e n a e r.. Mme Name tees Pre.'des .r a .e r a t s s Model Name Feed Pre Melt Member Primary Data(Continued) Basic Load Cases(Continued) lapel I Jour J Join;_ K-Jgrx Rdtatetdeal 9eetlgNShapa ywe__. pgn Lnt Material ,Design Ryjp _ -Bt Ihs.11311pn Category _,_x Gray_yY_PravityZ Grp ly Jail-Pont_0,stntuled Area(Mernbeq SuIFCa(Ple'eNJ. 57 M60 ._ N32 -_-_ N35- „_- _ i HSS6x6 ;Column SquareTube 5500 Gil!. Typical_ 12 !BLC 2 Trerwenl Area 1... None • 6 58 M81 1447 N21 J - t Angle.1 VBr6ce,Single Angle 436 G,.M Typical 59 M82 1433 N34 , Angie 1 V@race Single Angle 5350,36 Typical._ 80 • M63 N42. . N3), ____1.�ISS6x6 ColumnSquareTube A500 Grit-- Typical Load Combinations 61 M64 N37 N92 _ MAIe 2 1Brace Single Angle 536 Gr 36 Typical 82 M85 • N55 N38 _ -. T Angle 2 VE1t4e cta1S90•, "6 Gr 36 IOUo�.Salw gL 9 _eL1C Feagc,�l.e...Fat,aLCFK..9LCfeC l.CFec.814.Fac/84.Fec 78 -84fL'.B1-CFK .64 M86 N31i µj ._.HSS8e6z1f4.Beam, Tube ASW.+•B. 7ypiral 2 veedsoper - y__,__,_6_;_2 S -j -7-- __` _ _. . . 65 M66 __.1-- l4$5$x6x1/4 Beam Tube ASOO Gr a. Typical t 160 4!t� a i T T - - - - N45 1441 HSS8x6xI'4 Beam Tube A`-ocGr-B.. Typical-- off« 1j- 66 .M69 N44 N4Q_-- - -{r- __l S8x6x1/4.Bear. _lobe A500Gr8.: Typical 4` X�pr i 8 ; T-rt --!------1---r-- 67 (,1TQ 1443 N39. . _(� 'H558x6xiia 0eam Tube A0000'B Typical 10 2.094, _ I r -±-1--- . - __ . . 6a M71 1419 a .1 H .,.- 'r.,. A30 Gr 36 �, 5 y 6-1 -69 _MM._. N36 _ 1432 I -HSSAx6xt/4_Beam�, Tube A600Gra: Typical +$-1-0xgo.V1 _I y ; 7 i _y I r 70 M708 1452 N75 I .HSS8xax1l4 Beam i Tube Aso,G&.B... T,.'... , g Eo x_Empt Y 71 M7/A N75 N74 -� HSS8x4x1/4 Beam Tube A500 Gr.B. Typical_ r-- : y - - S'.i-1 i I. I -- -'--t-? •-- . • - 72 M72 N74 N51- - - HSSex4x1M;Beam Tube 5300mB• Typical 11 -_"c • 13 IBC 16.10 Yea, Y WM ._1 - Hot Rolled Steel Section Sets 4 rec 16-21y _ __ 1L JU1 116 RU...5 Later Shape Type Design L.B A yy 1in41 ts111 JM+I 15 18 1 -2�.a vas. y 1 1,2-�LL :1.6 11.3;1 8 RLJ_ 5 1 HS$6e6 . HSS6e6x4 -Column-_ _SGuareTube A509 of8 Rip' Tvyhl .5.24 •28.6 ,. 28.6 ; 456 16 IBC 16-2;IC• V 7 1 2 LL 1 6 LIS 1 6 SL 5 sLN 5 2 Angle 1 L3x3x4 VBrece. Single Mgle. ., MA Qr.38._,-Typieo 1.44 . 1.23 . 1.23 , .031 , 17 IBC 16.2 ib Yes- Y_ I 1 2_LL_1.6 45.1 6.91. .5 SLN 5 . . 3 CSS10xBe HSSt0x6x4 Heam_ _Tube.-•____ ASOOGc0 acct, Typical__ 7.1 _44.1 96,9 95.7 16 Inc 16243 Y - 7-1 2 LL 1-6 1.15 1 6 R. 5 4 HSgsX4 HS$4x4x4 VBrace Souarejube A500 Gr8 rtes- Typical . 3.37 ' 7.8 78 12.8 I 19 IBC 15-2,C _Yes Y !LL 1 2 , U. .1848 1 g R. 5 5 Angle 2 L3x3x4 VBrace, Sirlgls AnIN . 630.01.36 : Typlpp 1.44 1 23 1.23 031 .20 i8C 16-51+ Y . ;L L134 i. 8 t LL .5 Ls 1 .SL .2 Su`? .7 - 1 6 • Annie L3x3x4 Horace Seigle Mole A38tat34 TvOteat 1.44 .J-23 1.23 21 .:BC Yes Y 1-.134 .5.._ 1 _LL- 5.LL5, 1 .SL 2-SLS1 7 . .• 7 HS$$a4e1n HSSSx4x4 Beam Tube ASO Qr Baer Typical 5.24 . 14.4 42.5 . 35.3 22 !BC 16-S rb Y 71.1.,54. 8 .. 1 .LL. .5 4S 1 SL- .2 SIN .7 _ 8 H$S6x4 • H5S8x4x4 VBrace Tube ,AS000r.¢R.$ Typical 4.3 , 11.1 , 20.9 23.8 i 23 !BC-6,Sib Yes Y 1 11344.. _ I LL 5 LLS 1 SL 2 SIN 7 9 y5SSaextr4 hSS6x6x4 Beam , Tube_ -A500 BRAG Typical 1 6.17 36.4 • 55.6 .70.3 24 IBC 15.7{a Y ' '7_ .76' 8 1 i 25 'BC'6-7;a Yes_ Y ' 1-.78� 5,1 _ . 25 IBC 167 ie. Y I 17 176 1 .. i Hot Rolled Steel Properties 27 sc 10 1 ro �. _ . 26 Sam•Camp Y r Lace' E;:Si 4 fad lyla_. The!1rLI??E. + 13lM0119. RC ruBsll 91 29 Street Com y_, _l 10• 2 j_4L S 8 1 A992 28000 11154 . ,3_ - 65 __sp _50 1.1 65 . . 1:1•2 A36 Gr.36 29000 111 1 ..-3. .S45. 4L , 26 _1.5 58 1.2 3 A572 GrSO 29000 11151 : _ y_ 65._ 49 '50 1.1 65 _f-- Joint Loads and Enforced Displacements(BLC 1 :Dead Op) 1 _ 4 6500 Gr.H RNO 29000 11151 , .65 .527 7-4Y __ t.4 SO 1 L3 5 A5000r.HRect 29000 LUG__._.} _ ..65 - _-.527 I 411 I 1.4 Go _ 1.3-_ -__.ISM:aa+ .LP.M--- --- DreUlort laavougtlR.4-al_tr314...(kW14.- 6 653 Gr @ 29000 11154 .3 65 .49 98 1 1$ l 80 12 # _ Ni -_I Y _ 14 5 A1085 29000 11154 ,3 -_ 65 48_ I 50 , 1.4 1 65 i,L_.. -� _Ntr$ L Y. 4 1 N68 -- _ L Y ,,i341.__ .. { N67 L - _ Y -1 , Basic Load Cases 8_ __.... _ N23-�__ v _ `3- _ 91C Descrpocr: einepory ..6{�epry4RrAreLSmaX N?s_�L-.S113P!ostoomeaddemnen sversvoela•�m_ -- -----._.._N22._��_ L - .-- - .� t Dead Op ci 6 3 Joint Loads and Enforced Displacements(BLC 2:Live) 2 Live LL _ _ ---_I 2 ----.- - 3 ---J 3 WLX WJ.X ! -, _ - _ Jews Lap, _ L.D-xl RYag'ro- t.k.81 re tip,p-a�2i6 4 \NLZ_ vw i I --r--- _ 1422 L. �� -1.1_. 5 ELL Op QLX 48! r 2 _ -__ N23 i _ L.------- `-_- �C- 6 Eli O0 B2 t ' -721 . 2 7 ,Deal Empty .DL ._-_ -1 _4 __ __. ... ._.. Joint Loads and Enforced Displacements(BLC 5:ELK OP) e ELX Empty l 1.14 - Jgra}spal L0, 7AI Lk�yB_ - �eWr _ at.8:9LUP. 10 Reactor Strews OL -1 1 I 1 BLC,T,..mam Arp L... Non6 I - I t 6 • - 2 t to L x 6.36 , RISA3D Version 130 0 [G:L-_L..L..l. ..L..Agiyx_Feed_Pre_Melt_Rev_7.23_ColumnShift.r3dI Page 5 RISA-3D Version 13.0.0 [G:'..\...L..L.....\...VAgilyx_Feed Pre Melt Rev 7 23 CclumnShrfl r3dl Page 6 V I ■ r a J , e 1 ' e • 1r r„ Company Jacobs Engineering July 23.2015 FJ Company Jacobs Eng�-eenng July 23.2015 gtl r P rr-� * Desgner SKJ -A+JI�7, c' Designer SKJ P-.J 1. ■eb Number 25PW3011 Checked By KG Jr,IS J:5-4a Job N,:mber • 25PW30t1 Checked By KG .a t,,. ,••,,a S'o'd Name Feed Pro Men .,s.,,,.c,a a Modal Name Feed Pre Mex Joint Loads and Enforced Displacements(BLC 6:ELZ Op) Envelope Member Section Forces(Continued) Join.Label '43,M. .. . .. .P.r4CSRA _ Magn..lwel(ek.11)..(tn,r44).(1C-$.211.. M�es See __L14pKL...-LF._-1,St)!a4a1_ LC_Asnug' LCT41®!a( LC yy Mlmnatnlx• LC3.-EMD....LC 1 _ Ni _ _L ... _ .__Z__ 835 .. 7 . .. 4_ mar. 3826 13_._-:013 ___27, _022 15_.-18¢-8.7•_ - 147. ,15 335 13 2 N59 L 2 1.73 8 .4 5355•, 27. -053 13 -2.158 23. -.005 .13 •14.915 23. •128 ,251 9 5 max 71Q7 ; 2 3 013 , 27 8176 23 166- 27 .09 25 455 13 Joint Loads and Enforced Displacements(BLC 7:Dead Empty) 10-, - min -24$1_.. 25 _ -.055 . 21 -.137 13_ ;Ot?5 13. .1.78 .23. .072 _25i Joint acct __1.0,14_ _ _ _ _t#lappn _ nnagnrtuae((x a n),(m tad).(k-s"2m 11 L_.M2 1__-_imsp,15.688, 21 , 171 25 _ .047 15: .011 ,16, 104 ,27_ .088 27 1 N59 L Y 2.8 13 I imin 7.031 27 -1.697 15 -2.696 23 -.092 27 --013 15 -.025 I5. 2 - N1 I. . X- -13.5 I .15 I ;_ Z. ..111a5- 13 185, 21 t :183 _1,5,.x,046 15, .046 .15 075 15_,532 -15 3 N67 L . _Y -1 19 - min 5993 27 049 27 ,-2539 23 -892 .27- -5 472 ,23-•023 25: 115 I__. ._ -3__. max_13.127 _21,*_ .183 , 15 ,_046 15 .048 .IS 183 •15, .158 ,15 :.11 I __ .M. .r !+!41_..6.118i_2Z _-4147. . 25 L2dQL23 27_.-11.237 ..23_;.15$.25: 4 max 13068-, 21_ 183 15 .048 15_ 046 _1,S_ .286 15 •073 27 Joint Loads and Enforced Displacements(BLC 10:Reactor Screws) - 1 /d •� min, 5.025 Z7 ! X26 ,2S -2 476 23 -892 21 -16 93 •23_-323_..2.1: Joint Labe' _._L•D.M_ _.__DKsGO1. .,Magnitude)(x,k•h),(insa.4,(k's'2(7.. L - _-_ 5 _jnax_11391 , 21_' .163_ . 15 ,1.1.245_23, .045 ,155_ 1532 27_-185 _27• 1 1469 L i Y -2 - _ min 8.439 131 .003 25 -477 15 •892 27 522 15 -586 15; -- L11 j____ _11.955. 21 1 .002 25 023 •t Q0._•1L.. 099_ .27 091 23 • 3,.521_17._- -.458 , 15 .-2_424 23 -.078_914__ 003 . 15._ 0Q9_ Member Area Loads(BLC 1:Dead Op) x, 11.013. 21 _ 089 21 023 15-.g02 15 05, 15 131 ;Sy •Jum1A Jpi(a S__ _ -- Jox'tC JefKD Dutton AaM4gtlW1__-.WagnAaAy(klPt. _ �� ,- -3:6 s{8 21 Fr 15 •002 4 <. 1 N61 N62 N19 Y &8 -.01 ,.., .�E� x,.10.954- 21 066 21 023 _15_ 002 15___,102 _ 1-;S;�05 1¢ 2 1419 N17 N22. ■ N0 P-15 01 '25 �i-3.86 6 27 27 029 27 '•2305 23 -878 23' -10290 20;-�9 T211 3 N32 N31 N26 HS ~_ ->3 Ot _ _ _.......15___,0.21_.15. 002 .15. 135 1'� g74 2�77,, - _ r'''A ,2,$.j,Z7 , ,023 25 -2174 23 -970 23 -15.817 ..23. 121) Member Area Loads(BLC 2:Live) - f r..1 10.595 21 _ -059 15 1 7.498_23• ,Q07_15_-__ -073 15: -14 27 T " •.003 25 •.22 21 -.877 23' -3.632 23 •.432 211 .?r Joint A -Joint 13 .._ __AMA--_r &1010 11 ybCe _Magnxx8atasll • 1•' M ,516- 13_ . .,93.4 25� .022 21 _787 _27. 231 2T- .159 -27 I N61 --- P452_ _ N� mod____-_ _.-:06__.-._ '.32 .2772 1 25 -on 13 -2.573 23 -.004 13 -.005 13 -929 13. �_ N19 - N17 N22 Y 1 A$ -.06 r Q43i AI . ,.,,m___ 25 022 21 .187 27, 073 21 236 23 3 N32 N31_-_ - N28 1 N5 Y _. A:9 -06 _ _ ''1i 9 .047 13 _2.53 -31_7:.-904_ 13 7602 -23 •.052_25 �E�u_. - •_008 27 022 .187 77i 142 _21: 323 .23 �rA4 .s 7 - 4:: f r • ' Envelope Joint Reactions 3L �� •• 133 25 _ 026 _15- .003 15_ 1 167 _27; 248 25 Joint _X N .Lc_ _ Y 5,1 LC 21y1 LC Lg.MY(k.ef•}c 38 .151 -.25 23 -.402 27'-.109 23 -.09 15 -.652 23 . I N37 bra .77 I 2 10__-862 « - 016 25 11 1 0__ ,13 3i Y- 1 7e 1Q5_ 25 026 15 003 15,; Q 21 123 27 2 min 1_107_-- * .2106 23 0_ 1 _tt3�� 11 r _will .y 2.3.L.,359 ZL JS28 _73; _A_ _27. .122 ,21. . 3 N29 max 721. } _73 : ,r. Q24 21 . 0 ,3. 0 131 0 131 a: i 1 :018 25 _ 0 •25-_;37 x7�--- 27 1 .27 4 'owl -1 891 25 -4.423 25 •2.464 27 I Q '131 0 !13• 0 13 a., a 5 _ _ NZ +nax _,396. 13 4 0_13. _0' rL !` •025 ___27______0_17._25___ 13 .27_ .05 •25_ .226 •23� 8 mm -284 � 27 x35 -229 15 0 Q 13 7 N70 max -056 ___27 1 @.355 2) .on 15 ' O 112;__Q- 13 0 1 _ __ _ �_ -»max 9.7$2_ 4 ..425 27 OT7 25- _ 13 27 101 25 _37y •21 8 Iran 3.402 , 21 _ -3.474 127 -2-44--_ Z-- Q [131_Q,. .13- , 13 - -__Limn. :42 �� '5__ 21..:2.152-.23 -.007 15' -19.314 _23 .213 :131 9 _N24 mIx .584 : _ 15 ' 19 21 .042 15 5 115' _5. ;13 0 -13' 47. 4 max. 4 467 I 2,3_ .057 • 25 E 2 -008 to 261 21 133 - 10 ' mm •2.39 _ 25 ' 7.574 127 1 -2.532 27 0 13. 0 113 0 13 48 1 mm 1 136 25 -.052 23 -085 21 •081 23 -2 522 27 .16 1231 11 _N35 max ..2,9___,. .13... 8.074 ,231 -037 I 13 f �1 ! 0 .13 0 '3 49 . 5 'max 4 388-. 23_ i ,029 _ 25 . 843 27 -005 .13. 0 13 0 13 12 • inn -1.722 • 21 i 1391 _3' .2 1 9 4 1 3 1 I 1 0 1 3 0 13 50 I n* 1.091 • 25 .052 23 -.085 21 -08.1 23 0 13 0 '131 1 3 Totals max 0 23 _ ,'181315 _15.__. _Q__4_2,4-�. 1 51 m 7. 1 max .186*37 I 272 21 .088 21 144 21 0 .13, 0 13 14 m,n -12694 21 - 18,473 ,25 -13.993_.._27 52 _ . __,... __._ .G110-. -039... 21 : ,08.1 . 22 .005_27, .022 13 0 53 , �_,j max_ 209 27 , 228 -t3. 0 27, �,. ,_21,_, .Q73 It 144 21 115 21_ •499 27 _� min -.039 21 056 27 ' ,0Q5 27. .022 13 -.007 27 -.359 21; Envelope Member Section Forces 55 max 386 27 009 27 `.003 27 144 21- 132 21; -.098 27 56 min •47 21 -056 21 •.03 21 022 13 •008 27 -283 21 Member Sec Axial(x) LC . y Sheaaki LC z Shear(:LC Tdroue(,,LC y-y Malnemlk- LC al,Mo LC A ; 4 max 409 27 -034 • 27 .003 27 144 21 077 21 -067 27 1 Ml 1 .max 4.01 1 _.352.......25 ;. .022 .)15 186 27' 206 27; :149 27 - - - ' 2 __ mi1L._4,334_,_27 - -053 13 -2.253 23' -.005 _13 -.007 .13 -.031 12; 59- min- -47 21 -098 27_ .1106 21 .144 .2i. 004 2 i,_ •0 1 3 2 'mx' 3.948 13_, ..031 , 25 022 15 .160 127 046 15: .155 23 5 max _ 4 7 - 27 _ -042 _-21_ -Q03 27 022 21 0 13. 0 13 -i 80 min -s7 21 •1.42 21 -082 21 022 ]L 0 13 0 13 4 •min•-4.20 i 27 ■ -.063 ' 13 1-2_221 23 -005 13 -4.907 23 -.079 ;251 61 M8 1 max 8.69 23 5.483_,_,Zj__ .031 Zt_ 0__23._ 0 __ 13.4 937 27 6 3 -man j 3.887! 13 ' .013 ' 27 ,Q22. 15, 166_127, .096 :15 .213__13 62 min .015 13 -.284 : 21 0 13 0 13- ..,r:. -21 -405 21 -4!02 . 27'. -..055__:..13._:_-2.19...23 -.005 :13. -9.947 '23, -.127 ,251 63 -_ 2 __nl .,-8.711 23 . 5461 , 27 017 21 0 23 " '21 002 25 RISA-30 Version 13.04 (G:l_1...L..L,16.,\..1Agilyx_Feed_Pre Melt_Rev_7.23_CdumnShiflr3d] Page 7 11 5A-3D Ve•srpn 13.0.0 pl...1._t..1._1...1 lAgilyx_Feed_Pre_Melt_Rev_7.23_001umnShdt 4301 Page 8 Y ■7, , • • I I I , 1 , a . I r .. Company Jacobs ErgInee■oc. July 23,20t5 r Company ,:acobs Enymeenng Juiy 23.215 ,.)eo,,,-,;Pr.: or orsignri sr., ii 5 p c:)1p, jDesigrer SKJ f r _..... ,^b Number 25PW301 I Checked By KG .11 Fr r_s..41,.. OD Number 25PW3011 Chested Sy KG J.. ..•..r.■ • '- ,, ,„'.....•, , Veclei Nan, Feed Pre Mee „,„„„-,,,„ s Moce,!'.Jarre Feed Pre Men Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Member . Sec kdp(Ici __1.0. .,_ySnerflii_,J.0,4-_-8.. uef.,LC Y-e.144Cehenlit--,1■Cr-1MQ- ma. Aiustirl Lc v.9841011-,-1&418184-.1,0-7184041,.1-0_ri4141,1114*-1.1.&k_4912__IC- 84 mm n' .018 1 13 1 -324 i 21 0 113 0 ,13 0 '15 -2_384 ji3C1 121 M14 I m 017 15..1 .015 _1_21 A-01_23_9. X.__ _9 __13Q _I.3, _65 3. max ,34115_,_ --05,9__ 12V_W --_0-14-----.2,1-124 122_ 1min -1_313 25 417____;„2i ' 0 i2L ..0 :21: 0 .1.3... O., ..13.: 66 min'-1.130 ' 27 • -4.379 I 23 1 0 '131 0 17 0 131-1.014 271 in 2 imea _027._ is .009 ;._21 ! .0.04 ;23. 0 ',Vt. .012 13-001 27 67 4 max. -104 _, 1.3 _2,2115_ 23 , 0 22 0_ _V, .004 241919,n, tit -TaniaF.T;512 25 .033.. 1 27 r_g.....121, Q. 21, .0Q6. _25_--099_211 68 min- 4404-23 1 22a 1.13-1• / 21 0-21.-. 0 1 ,05$ 13. 14/2.----i-_2---.111104...,o2c_to o I 13 1 a.__0. 127._ .oie .23 001 27, 69 5 •max. -.20A.4.....9:_.7.779._!__ o_ .21_s2/ 0 27.r.26 13 12A . mln -1.311 23 0 t13 1 0 1131 0 jA21. 008 25'-013 21, 1 i 70 min.4,66.3 , 23 : 230......1._n • 2. 21 0 21,', -028 21 . ,028 23 1127 ____4_ num...! Agi._-_15_ ._!,.0113._.__ _.,.-5__ 13...___SIt.. _S12 . .23....001 _27, 21 M9 • _ 1 _,frio ,9.58/4 !„23__4.747 .211 23 ,12_1_,,m_7.029 13 26 27 US !LAC_t121.. 25 F t.0011_4_27___•4314.J27.1___0_ .21:. ...006 ...25..-,0o9 ,21. 72 •min -.091 ■ 13 -.05 • 13 .012 .13 -.053 iv -.572 23 .093 15. IL.. max 035 15 407 27 _ft__ 13: Q27„. 0 13_ 0 13 73 2 ,max, 9 576 ; 773 _4708 23 211 ,22 121 27 -.013 13 !?.16 t It i :(810-L-L309 25 ; -015 . 21 '--OM 1231 .11,_...21.,. _A ;33 0 -131 74 ntiin -.091 13 -,086 15 .012 '13 -.053 .131 -.295 13 -5_264 23 I 131 M15 ! _j_ max 5.021 . 15 19 _ 13 i-.021 .27 ..,E6 .23. Q __,73___9__ 13, 75 3 :TeX i 324_1_ 21 _ 022 . 13 , .213 .23 121 27; 051 21. .O24 13 132 •min 827 25 ' ..053 , 23 1 -.07 11.-,D38 15 9 i13. 0 131 76 min., -.799 27 -5.672 23 , .012 .13. -053.137 -02 1271,-2,389 23 133 2 max 498 15._; 13 :. 01 _V...876 .23. -.93L27._.092 23, 77 4 jlett „345 25 1.428 23 _ 21,123,!._.,121 ,I,VL .263 al,' 1.978 23 1134 •mm .808 25 ' 23 -.035 21 .038 15, -.122 21 0 131 mki -ZjZ2.,I ,jn25 ,012 113 -.053 +13 02 13 -.059 11 11C _,_ 3 rntix_4.939 __16 Q___ . 13 0 ,13. 876 23, ,049 _4,27_ ..12372 79 5 max, .345 , 25 _ 1.388 23 , 211_23 ..121 ;27: 54 .23 239 25 .1 -. min. .789 ..2,6 :_.0. . . 13... 0 13, 7.038 .15- 80 min -7.847 I- 23 -.145 25 .012 79 -.053 13 036 13 -249 13. 3 4 . max 4.598 , 1., 026_ 27__ 035 .21 876 23„ -.037 . .27 .092 23 91 M10 1 max_ 9.015.. 27 _ 1.702 27 044 7 15 25. 289 21, 116 25 min .769 • 25 0 13 01 27 -038 15 -.122 11 0 131, 82 .rele. -.285 15 -_,12 13_ -.061 111 •. 6 .13 -Am_ :27 -.335 21. ,max. 4.857 _1_5 , 053 . 27 - 07 21_ .876 .23._ 0 ....13,__0_ _13 83 .2 .max 9.038_ 27. 1.677 27 jjj. .15 25 139 .003 25 140 min .75 ' 25 0 13 021 127 -336 15 0 13 0 131 .JM. min -285 15 • -.166 13 -077 121 -.066 13 -102 :271....z214.33 141 _JAI ,, 1 _, .max_ 1.458 . 15 ,_ 9 __ 13..',..-621 27...964 23. 0 13. Q. 13, 85 3 max, 2.473 ; 2?._.1. .043 21 , 046 27 .15 25 064 gi 1,37ft 1,23_ ,142 1 _ _ _min, ,241 :,__22 ,.. .1-..1253___.2_3._ -.07....21 _ 0 ii: 0 86 -.096 _21 1_ 4.996 L 23 -096..2113.._ -.037 :37. ...003 121 .743, 4_ 2 Max. 1 417 .. 0 0 ,_.9.__,-01_ 27: .9154 _73. ..037 ,27;_092 2.3, 57 4 Max 007, , 25.: .5.2134, . 23 , 044 ,27, 15 .25 029 .i271.14354_123, .144 min .215 1 23 7 -.026 23 ,035 21 0 ,15 -.122 .21, 0 13! 88 .mM -7.51 23 r• ..Q75 , 25 _•,11.4. .2.11.-,065 .13 -086 21. -.12 .115', Jo_ _ 1.. 3 .max_ 1 37e i 15 , .,0 13... 0. ,13„864 23, 1049 .27_ 123 _23 89 5 „max 907 _z3 . 37_ _ 23 _21._ 15 25 092 27' 01111.._a 146 min 189 • 27-1". 0 13 0 13 0 15- •162 21 0 131 90 min -7,787 23 -.107 21 -.13 21 -.8035 13 -281 21 -1,199:231 ,Wt. ._...1 4 max 1.335 ',. j5 , 27.; .035 21, 864 23 .037 27 092 23 91 mu 1 1 max -05 . 13 07 13 , 024 .:25-423..:21 0 13 0 :11; 1....Mt:I.__ . ... _. __raja_ -183 . XL. 0_ ...I,. .01.27.. 15_ .,122 21..9. .331 92 mm -58423 038 27 0 13 0 27 0 13 0 131 149 ji.....,nlax 1 295 15 _ .053 ;„ 27 , .Q7 .21, 864 23 0 _73. 0_ 13. 93 , 2 max -.05 _; 13 . 035 13 . .012 .Z6,„_Q25 21. .024 25 -03e 27 .130 1- min .138 M i 0 13 .021 17 15 0 13 0 13t 94 min -.566 . 23 , .019 27 . 0._ .13.. 0 ,27 0 i_12g 00 131 1-1511_Alt_1......1.... _max, •.o72 :_i_3_______.02.4_ __23._ _0, _13_ .25 0 _13. 0 . .13. 95 _ 3 max. -135 13 ... o 13 , 0 ..13, ..025 .21 .032 15. -05 _27 1 152 min -2.511 12 ' .011 25 -.0011 125 23 0 13 0 13 ...fiti III I ■ •- • I 7 0 '13 -.092 .13! 1,.1.53 1 _.-2....__.MaX -.066 .13 .. -012 ,13 • 0 ..,13 25. 021 23 -014 .27 97 4 max -Cl 13 -019 25 0 13: 025 .21 024 25 -038 V L.154 Min -2.511 23 ! AN_ •• z5_..90. 25: 23_ 003 25 f.023 21. .111L.- mm -.53 23 -.035 13 -.012 21 0 27 0 '13 -053 131 L15.5. ....I___a__ _max -.061 „ 13 ,,____q___ 13 _o 13 25 028 93_11319_27 99 5 ,max •,05 . 13 -.on . 25 . 0 13_ 025 .21. 0 .13 0 13 156 min -2 511 23 0 -t-i3 0 13 23 003 22. -031 211 100 mill. -.511 , 23. F. -.07 , 13 -024 21, 0 27. 0 13 0 .131 157 1 4 ,max -.055 13 -005 ,_2_ _: 004_21. 4. .25. .021 014_27, 101 M12 . 1 max .541 .1..x I __3s? . .,15 - .027. 25,. 015 13 0 13 C 13. 158 mm -2 511 23 -012 23 0 27 0 23 003 -25. -.023 21;•102 min •1.052- .23 .055 25 0 II:.122LZI-Q13SI1_1 !-.119 _ . 5 _ .9.14,1_ -.05 ._ 13 . .411. : 25._ _906_21_ 0 25. 0 13, 0 13, '103 2 .max .56 , 17_ _ .344 15 _ 013 ,25„ 015 ,13. .029 25, -092 .25 iSO. . .....M.1n7.1.1._4_20.14_ ...23..- _Q._X. 0 23. 0 __13_ 9 .13, 104 min -1.088 , 21 ._ 043 25 0 13. -.028 25 0 =13- -.741 15, ,161 M18 1 rnax -.217 ' 17 .05 , 27-_,„, .096,_27_ 0. .13 0 13 0 13 _ ... 105 3 rnax ,58 ' 27 ! 0 13 0 113 .015 .13j,_ 038 A ..123 25 . ,- ,i . 4 ' ' . 7 0 13. 0 13 .105 .min_-1,01$11 121-7-____O_ ...13..___0_____13 ,-025.25: o it11.-.9e6 15. 163, 2 max -.214 R? I ....009_ _21...I ,Q04 27._ 0 .13_ 012 i,23_ 001 27 107 ; 4 -.1114114 _.6_._.__22 -0..3 1 25 : Q 13 .015 113i .029.__..225.. -092 25 ■ m'. ,• '.,4 ! I IS 6 . 1 ' • 7 m, • 108 min -1.088■ 21 -.344 1 15 i -.013 .54_ 11 123 0 '13 -741 15 5 1 3 max -.21.2.4_2(e 9 :, 13 : s___173: 0 1.5 .016 .23 9.1.1 .27 i 09 I 5 max 42. ;1_27 1 -,086 1.23....; o 13t .013 113' 0 :.13 0 13, JIM: 1- _mia._Alle i 21_ 0 _,_72_4 3. _0_ .27 .008 2,5 -_,013 211 ..3.1g. min -1-086.1 21 1 -.687 ; 15 1-.027 '21' -.028 25 0 113 0 131 7 I _4 max -209 ! 27 -.0.93 _., 27.7 0_421. 0. 15, 012 23 001 27 .111 M13 . 1 max 2 485 ,.._27_.;._ .014 _ _.23.4.3127 :231..94_7 21 0 ..,Th0. 134 168. --r--• 'min'.1.586 , 21 -.006 ,.21 . ...004 23 0 27 006 25 -.009 21' 112 min .402 ,.27 i . 0 r;,13._;.._D___413:,_..012 '427. 0 1131 D.-1.31 1_1014_ -1..._ max, -206 _.at_____-..497_:,._2/...i__Q_____;.2.1...__A_ .15.. 0 13 0 -1.3, 113 . 2 max 2 50_6_21 ! _00.7__L__251_,011121_ LI21 _ .ro_13 _12.9.1r0__-tli 170! min -1,582 • 21 -.015 ! 21 -.038 .29 0 ;27 0 13 0 131 114 min .414 2-7--r- 0 i 13 i 0 13 -.012 27 0 L13 -J309 126 17) t419 7..._ max .32L113 ...4QC__J.:23_, 003 ,21,,,,Q, 113 0 115 ' 3 max 2.526 , 21 , 0. 13 1 0 ;13,...,041 21. .017 23j 0 131 172' .min..,14 ern 23 .083 I 25. O. _23.. O. -25. O.. :13 0 ._,1,3j Ali 1 min 425 27 . 0 • 13 Q .13 -.012 27• 0 '13i-.011 151 up__________L___max. 222._;,__1,3___.&Qj__j 23 , opt_27.__0_ ,_13 003 117 . 4 max 2.546 21 ! Q_.. 13 0 1; 041 1211 „013 12.3i 0 .131 1 174 mln -14 618• 23 _002 25 0 123, 0 257- 002 -11&-003 :231 , 116' min .437 .2777.007 .21 . -.011 .23.1;o12 :27, 0 . . :33:_r.0Q9 2151 . 1..12.5 .__ -I. max .219 1 13___ _0____ 12 0 13 0 1X4_ ,Z3 0 25, 119 5 .max 2_566 . 21 A_ ' 13 0 13 041 21 0 !lii 2_ .1.3i ti7eT ,Thri -,.....11 23 0 1 13 . 0 13 0 25 .1102 115. -004 ;31 120 mm .448 27 -.014 M21 . ,0.22 :23 -.012 .27 0 1131 .0 J13 .177 1, max .216. 13 __.,0.432._.,_25_i._V_ .27. 0 .13: 003 . 123, 0 .25 RSA-3J Vernon 1300 (G:', `,. .1..■ • . isg 1c_7eed_PreMel_Rev_7 23_ColumnShift r341) Page 9 RISA-3D Version 13.0.0 17, •...l....1...1..t..\Agilyx Feed Pre Melt Rev 7 23 ColumnShet r341 Page 10 ?....2, -Z I- , . . , , , l , • t • • • ... r COMpliny Jacobs Engineering Any 23,2015 Company Jacobs Engineering July23 2015 •,. r_ ...,#RD;c A *wow SKJ el ifii 1,pl,,0 c,„ Dollre' WSJ 4-ii•...,Vas:14-4,..'''', 4401411Mbe, 25P11V3011 Checked Sy.KG j....,L ,..,-. Joo Nonce( 25PW3011 I !t I,n i i•I■f 3 40066INIMie Feed Pre Mei r i e“a L o c■,s MCA.l Name Feel Pre Melt c wit Envelope Member Section Forces(Continued1 Envelope Member Section Forces(Continued) Member . Sac Aalailai t.; vatiam1'i1 ...14. ... - ..., .-.11.0 wir14064m0-. .. .. Member sec Moll, . --L,A • 110...1X.„7.9Least_{.0 Y•Y MO1131110k...1&131111.-J-0. 17 1 . . ■ .. . ., .. ..... I • ..! •,,y 17.1.8 .11117..1 .23$_ Imak92_ 21..4_ 9 . 13 0 113 0 1j. Q2 J7,9. .213 -AW__1.. • .„..., • ■ • , • fl 2€. mkt -.85, -I • -1-J1_4 V• {131_0_27_ . 043____29i4.031_211 •• ,ii Is - 4 _4" -1..:- 1 e -,,.,.., 1•••••.-111111111111r11111111FINIEFIII1711116P 2v 4 ti.,.. •615 . t_ :099_ _29_1_1104_12.9; 0 .21. 021 23.-01,4 .2? 19-1 M20 1 :max 10 115 _23._ •0013 i __11.1.._...Q.. ,13 ..0... ;14. 0. i3 _0.... 3 -23B_ , • 27 -.012 _ 1.31 _Q . .27__ 182 .Min •114 . 25_ Q___1ir/ '' _- .4-1 At-- • 13 L.239 Max ,1331 1 21 , -.011 ,_, 25_1 •us .n. o _zi. • - 183. • 2 ,.max,10 111_.23_.___,023___I 13 1 0 13 Q__ --., ,0_92 _In • • . ,240 min, •1154 1 27 -.024 1 23 I 0 23 0 27 0 13 0 '_13, 184 min -.116 . 25_1._ 0 1.a9111_21_ 0__ ,123' 0 127 -.003 L241 ,...,... •.i .1I23_1 .131.6_1 1914 27 902_123_ .001 185 • 3 nsex.10,106 2a..'__Q. 1 13 9 13 0 :25. 003 .:13_, 0__In ,242 -a nin -2-918.,,i 25_1 -Al 1.17 L 0 '13 0 21 .1O$ 23..322 .27: Am_ min -.1i? . 25 ' 0_ 13 0 13, 0 t3 0 .27' -.004 21 I 243. ' i . 1.0139 i_23_1_ .s04 ,13 4_1)24 27 002 23, 00$ .21._ 003 .15 . _ 187 4 max laic:a•_23 . 0 27 001 251 Q ,251 002 13 0 '27, .244 tokLA.922 i 25 1 -.01__.112t4.___O. .13. 0 .21_ • •.072 27 ,273 230 188 Min -.118 ' 25 -003 13 0 23 0 ;13 0 1.2.._:.093._:211 245_ 3 .nu/x.4_1.07_4,i.23 .Q24, 2_1_ .034 27 003 23 -.QM 15 Q3 1. 189 5 max 10.098 23 0 27 003 .25. 0_ O, 0 13. 0 13' 245 min -2.926 1 29 ' •921 ! 23 ' -.001 15 0 21' -.053 23 -182 231 190 min -12 25 . -.006 13 , 0 .23i. .0 113 0 13 0 131 247_ _ . .4. .mati1001.__:.23 -017 21 1_•_027 23_ 00".'s 23_ .007 .15..002 _15 191' 3.321 - -1 - IINIx 33.5 11. 009 _23 Ala _437 23 0 13 0 la. 248 min -2..921 25 -1115 27 -.001 15 0 15 -.027 27 ,..11 231 192 min 4.321 27 , .003 ' 25 ' 0 271 0 13 0 13 0 '121 249 1, 5 max .9813 23 I -VT 1 25 037 .23_ 003 23, 0 ,13 0 13, 193 2 ,max 332 13 , 004 23 001_;251 0 :23 003 23 0 25 250 ....,._' min -2-025.L20i_._,.saz___...n..:-.001 .15. 0 15. 0 .13._ o_.. 1.3, 194 , min -9.321 ' 27 I _002 25 0 I.27i 0 13, 002 15 -.003 23 251 M35 1 1 max 4.784 . g ,_so... 13. ! .04 23 0 15 .031 23 158j7 195 3 'max .329 1 13 1 Q 13 0 131 Q._ ;23, .004 23 0 25 .22 .1- i 1- min .703 1 0._. ' 27 0 13 -.003 23' -.018 25 -029 151 196 min -9.321 i'.27_i__.....P_____13 0 131_11_ .1.3, .002 .15 -.004 zai .253. _ _a_ .max,4.765..._21...1___A61_ _L Z5. 014 .23_ 0 15, sop .23 2 .27 197. 4 ._max_ .3.2 0 1 3_1 -002 25 0 i23■ 0 123 .003 23, 0 24,., 254 min .694 ' 27 I -.01 23 0 13 -.003 -23. -.002 '25 -022 151 198: •min -9 321 27 ' --OM : 23 -001 '21, 0 13 .002 15,._-.003 231 _255 3 max 4 745 21 . 038 23 002 15 0 15. 05 .27 255 23 199, 5 :max. 323 , 13 • ,..gol ._25 0 •23 0 ;23! 0 "13! 0 .15,1 1 256 _mb:L._Aq6_ 2.7 f -.018 15 -.025__23:.--04.1 23_ .-.016 .1.1. •905 251 2003 min -9.321 27-1 -.009 23 -.003 21 _0 13 0 13 0 131 257 4 ,max 4.581 _21 __I .026 23 0 15 0 _21. 042 .23. 126 23 201; M22 1 _max.14.609, 23 ' .006 13 0 _23 0 27 0 '13 011 258• I .min 1 .878-1 27 ! '0 25 -03523 -00323 004 15 -.007 131 202: .min -.198 25 _0 27 -003 i21.....a_..,21. 0 .13. .9 413_1 259 __ ___Jr1ffatx4AML_X_...._,, • 011_. 27 _ 0 15 Q _23_ 0 _13_ _0 _13 _20.3. ' _Z._ Jnax 14.695. _2.3 1 .003_ 13__9 ..AL_Q, 27 002 131 0 27, .280' ,mini Ms.-i:27 1. -Ms 13 -.045 23 -o031 0 13 0 -131 _ - 204: min -.109 25 1 0 27 -001 121i 0 21 0 27 -.003 1211 261 M36 i max 5.10,42.1 sni. 13 .02 23..__9_,__1_5 029 ...27. 153 23, 205 3 max 14 601 23 .1_, 0 13 __O 113._0 17 . .003 13 0 271 .202i .J0181 AS.Z.-i-2/-.-40423 -.0 .1aLtall.1231_ _-_923 ...21 004 15. 206 i •, cm -111 261 0 13 0 '13 0 _0 27 -004 21 263. _ 2 „max _5 84_7 21_,...1MO 21099 .23; 0 3.6 055 13. 183 27, 207 4 max 14 596 23 , 0 L? ' .091 ' , i ,902 .13, 0 27, 264 'min .1411 ' 27 1 -1306- , 27 0 131.-003 23. -.004 '25_•006 15 208! - 1- [min -.112 25 , -.003 1.1.31-31. 27 4_11: 0 .27 -.003. 2t _265_. 1 3 ,max. 5 62B 2__1 935. ,,_23 : .0131 .25:_0 ;15, 04 __Z./ .222 23 209 . J. 5_ _m11474.592 23.. 0 __ _Z7., 1 .!M . . Lzi,_ 0 13 0 11.1 i 266 mm .14 1 27 1' .006 25 • -.02 23 -.06 23 -.015 13- 006 25: 2101 i I min -.114 25 -.650 13 1 0 27 0 121 0 13 0 '13 ;297____ . 4 Max 5 561... _z1L023 ; 23 4_33_ 415, 0 21 04 23109 27 211 M23 1 1 !max 9.472 23 006 131_9,.15 0_,. 05.4 0 .13, 0_ 131 :ate. ___ .. .mill .12A....1 1 _O_______15__ --03_23.-.002 .23. .005 _-_131.. 007 131 212 I 'min .558 13 i 0 27 -.03i 2S 0 127 0 '131 0 13 ZP9. . 5 max_ 55474J3 _ .014 , 27_ 0 .15.. 0 ,2I1. 0 _13. 0 13, 213 t 2 ,max 9 467 73. 093 1.3 0 .10 0 1,t3• 002 1;1_31, 0 .27, ILO min 12 ! 27 -01 ' 13 -.1341-1-23 -.002 23 0 13 0 13 214, .'ran ,15.3___13 1 __Q__- zz ...00 .0__Iv. 0 •77. -.003 1211 ..271 m37 , 1, max 50_ :_13 , ...017 13 ,011 27 002_23 _. 905 _. 25__Sae .1.3.,-• 216 3 :max 9 453 73 ..' 0 13_1 9___ 113 0 :15' 003 13 0 2.11 272 min -4.07 1 2s ! -.004 ' 27 -.001 13 0 21 .Ø 23 -292 27, 218 'min .55 13 1 0 13 0 '13. 0 127 0 27 -.044 211 '273 !. 2 _max . . ._ ii...,_._,004 _. 13__ 02227 00223 01 .21. .004 _13 217 4 max 9 458 23_, Q_. 27 001 21 0_ 15 002 13 0 [27. 1274 93.10_-4.024 725 i ,,Q.U.-- IV -,Q01 .1.3, 0 21 _-063 _.27 .z.245....23; 218 min 547 13 l -.003 13 0 23 0 '27 0 27 -003 211 Lzrc. __ ,I 3 max 528 13_,: ..924 ;, 21 _ 032 .27_ 093 _237 -012 .15 029 21 219. - 5 ,max 9 454 23 0 __. 27 .003 21, 9 15 _.0, 13_ 0 13_, 279 min -4,078'I is T -022 • 23 0 15 0 21 -046 23 -.158 23! 220 .min .544 134. -AOC 1_11 • 0___23___0_,_47. .0 13 0 _-_-_:1.3j L271 1 4 max. 49 ,._14_ :W. .,.7.1.,.....024..23_ 003_ 23. 006 _ 13 -.002.25 221 M24 1 „max 335 21 009 234Q2. 21_,.___...043,.____I .13i _1__..1.3.' )278 -I-- - ., min -4.072 . 25 1 .014 1 27 : 0 15 0 15 -023 27 .1 23, 222 ,min -13.789 23 003 25 0 113 0 pa; 0 13 0 ;13] .M4__ ___ ' 3_ max .475 _ 13 . -.007 _26 r..034 23 003 23. 0 .13. _Q 13 223 . 2 max 332 21 . 004 23_1,001 71 0 1121. 003 123! 0 .25-; min_i.-4.076 , .2S 1 -.025 • 23__L_g_ _i_5:. 0,.._ is, 0. 13._ _0 .,;_i3: 224 min -13 791 23 002 2510 ia, 0 :23' .002 15 -.003 231 -AM M38 . 1 max-A .;_73_...__POZ.___ 11 ....906 .25_ 0. .27.,_ 0 _.13, 0 13 .225 _ 3 .max 329 21 0 13 0 1131 s..__ttz 004 .2,3:; 9___:74. .282.i Min ...082 , 25 1 -.002 ' 27 -.013 13; 0 21 0 13. 0 ial 220! Jilin -13.792 23 . 0. 13 . 0 ,134..._0_.___Filt .002_ . tat t.004_.23 IR, • 2 .m4.17.-75-.-28iAP2---13_---a91._25,-; _Q.__.27_:. __-•004_,Z5.,_A03_125., *V 4 max 326 21 -_mg 25 0 '271 0 13 ko3... 23_0 _20, 214, rain • -.08 _1 25 1 0 , 25 •-.004 231 0 '21' ..007 i231 4111 1.31 flu, , mm -13.793 23 -004 23 .9(31 25 0 '23 .002 15 -.003 23 285 _ • 3 rrlaa___ _.7._';._23._',',__.00 . 73MA211 Q. ..V. --ow_,..:20 :•0411.434, 229 I, 5 max 324 21 , -003 25 0 27 0. .33 0 13 0 13_ 295. _nnin___,A2_i 25 1. .002 .15_.._.1122 .27......-0 It,. _ ,004 J3' -4311 1 250 min -13.795 23 -.009 22__ _09.3 21 0 23 0 113, 0 13 .287 4 max .177 21 !..005 . 27 . 081 21' ..Q_ 25_ -.005 231 , m25 1 max, 61 21 924 23 0 15. 0 21 0 4.14.1_ 0 .11, ;288 1- . min -.0117 1 ii , -.049 21 007717T Q.2131 -033 21!-1241 232 min -.855 27 „MI 25 . -Oat 21, .0 .27 0 113 0 -131 i.289 . .L__.,maxl___,12.9 211_ __-.002 27 , 089 .211 11, 25 0 _13_0 ._113 233. 2 max .615 21 01.2 23 0 115: 0 __All__ .021 23 -014 .271 !290 I min 1 -_09 I 27 -047 21 .011 .271 0 13 0 13 0 :131 234 min -.857 27 .005 25 -AOC. Ali...0 127: .003 :25 -.023 211 .291_ .N135 _1 maxi .131_127.. 96.5____21 ,J). 22_171 0 13 0 13 0_J33 PISA-3D Version 13.0.0 IG:1-1._1._1,...1...1_1.Agilyx_Feed_Pre_Maa_Rav 7.23_COluMn6ndl r361 Page 11 ' 5A2 'Ve,s.nr,1300 IG 1..1..1. 1.3...1...1Aggyx_Feed_Pre_MeltRev_7 23_ColumnShet r3r.P, Page 12 IL., al ... [ r I I I t • i • , I • .. • -• r ,._ _Jr1,,v ..la :5 E,oneet.nn July 23.20,5 r Company jacobs Enconee,ng July 23 20,5 ... .-.,la•,..r r :es:,e, Sr<,..1 .` t-' ,„-.,,,...i ,,c N --Iter 25,V,3011 Checked By.KG ..4..i re.'.-el kifiii..". Ja°4:9415e, 15Ki;j1A30„ Cnec..eP By KG C','0, ,'s f.',:el .,K6 Feed Pre Mee T I C 01•a i 0 6 I I s MX*Name Feed Pre Mel Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Marrow Sec A,-‘4,0,1 1.4 .......160,10: LC j Sea C TagataL.3,,C3e0.44natteta..4C z•x Ma LC 14,97,49po. slt_meici...k.c_wiew.tk)_...w.81164116.,1&_790641 Lc r-Pmmen1P1-.44,174_10 _IC 22 mln -.655 21 .017 27 -.136 1' 0 25, 0 '13 0 13 _ .____5_ MU. _CO_._,....0-- 001 21. .31- 0 25 293 2 ...!1111x •333_ _.27 .,0037._ _2.1.....,010 0 .13. ,-._003 .....27. 025_27 •355 _mio...._:.121._1.23. . -002 .._27_ .0133 4271_0 .15. 0 .za4_ min -.67 21 013 27 -13 1211 0 15 -.048 721. -.1_42 -21 351 1,446 ' 1 max, „05412... 05 1Z ,Q1 27 005 27. 0 _13 0 295 3 max -043 13._ .1301 . 27_, _latzt O .27' 002 125:.004 :27., i.352_._ -I.- ,.0881-1,072 21 .024 25 • 1... 12i. -...015 .21 0 :13., 0 45,1 290. min -.669 t 21 -008 1.21 .- 0 21 -004_ .4.1131-,018 0- i.,Z§3 ...___2m451 Mg 27 , -.009 27 _Q ;13.-003 27 .015 23. -.07.2.2.5 297 , 4 max •O43 ; 13 -002 27 007 J.3, 0 27, _,27- -.004 •2.5 354 Mini.- 1 ' 21 -.017 15 ' -111 125 -O2 21 -.004 15 -.051 -131 2e8 Min. -87L,.2i -..0o4 13 .101 .27_ 0 21 .004 ,13 -011 13 355 A_ _rniiti....Siatr_21 .0.2.4___27 001 21,-003 .27.__ .03 -24-W_Ak 299 S max •M3_ , la -_001 25 914 13 0 27 0 :13 0 13 .35& --... Mitt, --,031._..21.4_-451 . 21 • •.004 27 -.026 21, -.01 25,•1Q12,131 300 _ mks' -.873 . 21 -.006 23 005 27 9_ 21 0 13 0 131 ;357 ' 4 m. __,_ax. 013 ..V___',. -*V 014 21 •003 27 005 ,23_. 093 21, 301 M40 1 max 1.27 • 28 , .9 15 :012_ 27. _0 21 0 13 0 13 . -_-roin.L.,...031 ._21. _,003._.i_21.__-_004 .27 -.026 21. 0. _2.25_.040...al 302 mm n' .CG • 1.3 ' -006 25 -022 13 0 27 0 13 0_ 1189 5 . maxL -005_.27_.......006 27 . 026 21 -003 27. 026 __21_ .427...21 303 2 max 1.265 23 0 15 -006 r 0 21 -015 27 •005 25 min -.031 21 -118 21 -004 27 -026 21 0 "•27 123 271 304 min Al ., 13. -.003 25 -011 .13 0 27, -.023 21 -918 13 301. M47 _ _ 1 _max. t72 23__296 _. 23 _ •C3 .13 -024 13 112 _21, lit 23 305 3 max. 1.-2111__23 , 0 13 . 0 13 0 21 -02. 27 ,005 1,5 382 min -044:: 1: -• • • I . . . ..-,, 306 min .03 13 0 13 0 13 I 7 -.3 -, _303 2 max 147 . 23 204_ . 23 002 27 -024 13 023 _2t,,.34' .23 307 4 'max 1.256 23 003 21 011 13 0 21 •. 15 27 -005 .26 _304._ __ .. LrnitL. $)4e_ ._M____ .111._ . 25 -027 .21 -.134 .23. .001 ..1.3 .184 261. 308 . .min .03 13 0 13 006 25 0 27 • 23 21 -.018 13 .355___ 3 max. 136 .. 23 . 189_ _ 23 - 002 27 -024 .13 014 23 232 .15 309. 5 ,max. 1 251 23 006 21 022 , _0, 21, 13 0 13 366' min -048 25 .103 25 -022 21 -13-4 23 0 13 122 251• 310 min 03 - 1.3. 0._ . 13 . .012 .25. 0 .27. 13 0 :13. 367 4 max 131 23 .174 23 002 ,27 -024 13__, .014 23, 13 15, 311 M41 1 max 037 21 ,.. 21_ -607_27 0 27 13 0 13 :368 mb -.048 ' 25 .094 25 -016 21 -134 '23' -.002 125 .065 35' 312. min -172 , 27 -.005 27 ; .014 13 0 21 13 0 13 369 I 5 max 123 23 159 23 .002 27 -.024 13. 015 27 035 15 '313, 2 ,max, 039 1_21 . 001 _21_ ..,,gil .1, i 27, -.003 :25 -.002 .27. Laza: -.• min .-...M._2_25____AIL_1_25__-...9.11_.2_L_-_,134 .a_____,...oi ____Izi.Lao2:aal 314 min' -.168 1 -.001 ■ 27 -..1:03 - 0 121 -.012 23 -.013 21 '.3 _,.71'_M48 1 max •029 1.6_ .034 13 -.002 13 039 23' 0 , 13( 0 '13, 315 3 max_L .042 1 1 .I. XS ,•.I.,, ' I lat___-.002_ 25. 0 2 - 4 3721 -- - mm -125 1. 29 1 .045 1 25 -01723 015 13: 0 113. 0 131 318 min_l__-_103_1 A ...r . .,.. . - ,,-.001L.__123..,..D1 .21 3731 2 .max -,020 1 13 .-.002 13, 039 231 .-001 13_,,L23 254 317 ' 4 ,max_l__ 944 ,, air.„.„,..n .. . 1 . .27 .013 231 .000 21 3741- • .' MIR. -.119 21 037 ! 25 -L09 r3 915 131 -.007 23' -043 131 ,:, . . . i NI ,,!■77Cq. .... . ---.-Fri I , I .■.1, 1 .0• . 4167k 3 .0114( 429__, 13 .; .0,54. , 13 0 27 039 :23: -.003 13 ,041 25; 319 5 .m8111. 33.9Z. ._21_ ..2.7... .004. '13 0 21 _O 13 0 13 , ' min. '-.114 I 21 0 .020 1_25 ,195-21. 015. .13. -.01 _23 .-...077 _13.1 320 , 4 I I tin- . 4 ma20. 13 -.056, 27 .,..008 27 039 23 -004 .13. •039.25. '321 M42 1 max. _405 23 0 111rnilltilin I ! I 13 0 ,O L378 mm ....1097 21 -.101 i 13 -.005 21 015 ;13' -009 21 -.374 s31 322 mini .01t4. . 13 008.__.117,11111rflaujog..,,, ,_o____ -1---i_113 1_379 •323. . 2- _max .482 _.23 0 MINii..: Fa.,__ , 1131, ,,009 77; -.00-It5 '380 3--IrvZr:i2i82-Ti33 ' :41178 I i73 Hgg .131 ggi-14 -- 0 13 0 41 ii 1 ....- simer,-,-..E1H , . -.0.12___ -..14 361 i, M49 f' I max__Q81 . 21 _. .153 ' 3_ 008 21, 035 15 015 27 134 23 325 3 imax 477 23 ,... _0 ; 13_ __0___13 ! . 13 -012 27 -00425 382.:. ....;__________j0-__-.047__:.2_5 _ T0i2_ _-.035..27 .002 13, -01 ___,2_1_._-024. .1.31 LI. .■.... 1 - I; 383 I t. 083 23 0 15 006 21 035 15. 0 .21 033 27 327 4 . max 473 .23 .003 25 i .X/5 1 0 13 -009 27 -003 25. 354 'min' -.035 . 25 -.032 1 13 -.016 27 .002 13 -.018 23' -.363131 328' min 044 13 , 0 11 .005 25 IL 13 -.017 21 -.014 .131 385 5, ,max ,,975 .....22 057_ . 23., 0'9 23 06 .15_ 0 15_,032 _27..; .329 _ 8 max 468 23 .008 25 oie 3 0 113 0 13 0 1.3, 386 min -.02j 1 21 .019 13 -CO2 15 00825 -.035 23 -.041 IT 330 mm 044 13 0 15 .01 125, 0 23 0 13 0 13., 387 4 mazx i 4 ' 23 023 23 037 .23. OS 15 0 _25 -004 25. 331 1444 1 max 047 21 .338 15 , 005 ,23 _014 '15 0 13 0 13 388 . ,fri • 214_ !,0_17_ . 13 -.002. 15 .008 25. -002 15_„,042 _13; 332' mm -.182 27 .042 25 -014 25*. -..004 47 0 13 0 13 389 5 max .071 23 - .002 . 27 055, 23. 06 15 06 .27, 003 13 333. . 2 max .047 21 .01 27 ! .038. 2.3 ,0.14...,15 Ot 5 23 •033 25 390 min' -.002 I 15 ' -.052 13 -002 '15 008 25 .004 15 •033 231 .334• Mill -.200 . 27 . -.018 ,,. I.3.• .o ..,112,0118...127 -.009 25_. -.308 .15 ,391 M50 ..,.., L__ ,max. 055__23 , .:00.2_. , 27 . .002 _15 003 13 06 _27 -008 25 335 3 .max i z_47_,._21 -.039 __27 .922 21,1L.01415 029 _.;23j,.A0_,33 '392' Min -002 , 15 i -.052 13 -.075 23 -033-23 -004 15 -.06 151 mw ' -.234 27 .354 15 0 ,13 -.084 27 003 13I.. 27 i A93 4.._ max. •281m_Li.3.1_ s 13 ,94.....421_ 181 15, 037 27. .229 15 337 4 max, 023 , 21 ,_ 532 15 , .D9 .2.3u. 4)94 125 .005 251 .4/0.. 15 ,r.g14. _ • ._ imin___ --016_1_20..4.. ..-...1.45. 15 -..017..27...-.034 .27 051 _21._,247 271 .229 min .005 13 183 25 02 13!-.047 -15 -.016 _23 .159 25 __3_, _max„ -004 ' 13 .,,__-.098 _ 25 . 015 21 181 1.5 021 .21 1 253 15 1-44 ,339 5 ',max .006. . 21 . 105 . 23 . -002. _1_325 0 . .13 021.415. 3116 min -019 21 : -.632 15 •017 27 -034 27. -.008 -27, 1 271 340 :Min. -,017 27 .066 25 -.008 .23;_:.,Q47..15 -.916 .23. -.531_125, .3111, ...4_____max.. -AM_ 13 t, 1.804 , 15 . -006 .13 183 23. .122 .23_3 872 15, '341 M45 1 :mac AM_ 25 . 00_6. 23 -004_351 Q !2,7 .S_ __13 C1 ;13 308 'Min -.078 23 i .218 27 -.064 23 022 25 _01 [13 1133 27.„ .212 mkt -.104 23 .002 25 -008 23, 0 105 0 '1 3, 0 1131 _395 5 imax -001 ._1.3_i 1.803 , 15 -008 13 183 23, .-.007 _13 -.142 25 343 2 max .059 25 .0Q4 23 -005 25. .0_ .124: .005 211, .006 1131 1400 .M111. ,-041- ',...23__L...._,_1_0_ . 27 . -.064 .23 022 .25 .-,047 __123.. -....37.9. 151 _314_ min -.115 23 -.OM 25__-011 13 0 115 0 27 0 251 401 KILT i_ max -006 ',. 13 1.803 15 041 23_ -142 25 -.007 134.-,022.25 345 3 _max. .058 ..25 __,002 .', -002 .251 9 _Ai 0 .27 0 '13; .402; min -.064 23 .18 27 001 13 .979 15- -.047 23 -183 l ] 346 min. -117 23 . .,002 . 25 . -oos .13'. 0 ;15 0 21 -001 21: I 4934 _ _T 2 max. -006 , 13 I 595 . 15 . 028 _23,-3.42 .25 ;003 .27.L.-...217 '24, 347 4 max 058 , 25 - . 0 13 0 21 0 25 0 27 0 25 1'404' - , min •064 23 151 27 .001 13.-979 .15 -.031 21 -2.03 151 348: min -.119 23 . 0 . 25 0 13 0 .15 -002 21 -.003 23 ,41/6..;___ ___;_. 3 _rn.dx :.005 . 13 -081. 25 .01 in_t.142 20 .015 27_71411 25 RISA-30 Version 13 0 0 [GA %...1. 1. L.X.kAgilyx_Feed_Pre_Melt_Rev_7 23_ColumnShifi r3d] Page 13 RISA-30 Version 1300 IGA...l...1...1...1....L.t4gliyx_Feed_Pro_Men_Rev_7 23_ConannSnift r301 Page 14 9) . . . , ' • , , . F • Company Jacobs Engineering Juiy 23.2015 r company Jac*Cs Eng,neef If•y lu),-.22 .:-.'": , j.--,,r-,,c A Designer SKJ 0 .vor R t•,,,r., Ces,gnar SKJ _.,f,IF:p-..o..„zeb.4 JOD Nurrler 25PW3C11 Cheeked BY K'-' 4.1.' ....., . 401:,N,nbe, 25PL3/3011 zr..,:xer..'27 ■'-',_: ice*.12,0 a.,1 Moder Name Feed Pre Mel' ,, , ., , ,,,, , MOde:Name Feed Pre Melt Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) leopsEt_..„.._ Sc ___Milltiti_tr._4.keetikl. C.4tireeireflt_.0.,,galit.J4, &A Mew - •. , .14_7•15.11WLIfiliDataLj&kl4Mmitrilk. .1,0:...z Mo LC: 406 -Trnin •o7 I 21 1 -133 15 . I1 -.gm 15, -O21 21.1-2.117 15 14631 2_,....j.re.gx1....J26_,....25 ! - 21 -004 13 -.022_27 ,004 13._481_15 407 . 4 'max -.006 13_.,___-,1.1 _23 ..009 1,21 -.142 ,25.1 _400____427j442A4 ;4841 !min _1 .15. .15 i. -.538 16. .,1359 23.-1.335.15, -.079 :23, .093 25 _41.0 .min -.081 21 1 -241 IS -1107 127 4178 15! -.01 21 -1.176 15 AO ....3 meg 388 2A -.177 25 • 025 .21. •022 27. -002 13 1.478 15 409 - S max -006 .. 13 1 _•139. ....25_ ••: 21.-.142_25, 0 1.3" 0 . 13 1 486 •met,'.-1-452 15 -1.003. 16._•-217 23_1135.16... .-267 2 ..722 25, 410 _ lmto' !.1:111 i.:21 • -1.1 • -.,••• 4 -.le ' Q. .131. 1-4.11 - 1467 . 4 max .1.8 25 1 ,,212 ... 2.5 . .025 21.,.022 27 021 .15 2 83 15 411 M52 1 max 1.547 . ,21. 1 „QM_ IkffltiA 0 15_1_ .024 21L.036 21 :46E min -1452 15 I_ -1.31 15 •1$ 23 -1 335 15 .499 23 442 25 412 .1mIn. ,....119......27 1 ...a.10_27. "TIP it ' A:- .003 271..-1129.2/ 5 .rnax .67_4. 992 15 . 025 21 307 .27 .183 .23172 27 _ 413. _ • .2. 'max_1.549_4_.11 ... _432t 21 .011 127 0 15 003 251 .001 ;25 mln1._ 9.11.-4. -1_2_5_-..,112 ,27 -1,349.15. .004 13, ...CO .15 414 lmin -.514 27 1 -.013 27 I-AID 12) 0 23 -.005 23 •009 13 :471 M59 5 .max .01 j, 22_4_,01:1A • 25. .-.011 7, 0 .13 9 13 0 .11 415 3 ,max 1.551 . 21_ ..0412 _15_! .01._27 Q. . :15 0 27 027 27 ',472 - min.. .389 121.._■. ?...011/ _23 :021 11.3_ 0 .23 . 0 .13 _.4.16' !min •.509 7 27 • -.01 127 -/10111.1T Q 23 -012 15 -022 15 1473 2 max 015 i 27 _ 003 25 .006 25. 0 13. -004 .25, -005 27 417 4 max 1.553 21 .0.2 1.5 .028 '20 Q__ 15 014 .427 06 27 r 4/44 min' .336 1 21 1 -.003 ' 23 -.01 13 0 723 -.02 23 -021_21 418' min -504 , 27 -.006 1 7_, _O__ .25. 0. 23. -.014 :21. -.027 .151 475. 3 max 019 .; 21 ,. 0 13 0 13 0 .13 -.005 .25,•006 27. 419 5 .;max_. 1.555 _ 21. . .002. 1.5 i_.037 23. 0 ;15 Atl. 231 A:is? 271 470 min. -.384 ! 21 ' 0 13 0 13 0 23 -1227 :23 -.028 21 420 'min -499 27 -.006 25 ' _007 25 0 23 -.011 25• •02 151 477 4 max 024 ' 27_ , .003 .27 . 01 13, 0 ,1 3 -.004 25' -005 27 421 M54 7 I .mix -189 11_ 1 591 15_, ,,Q45..n.j.._-_,163 13 691 ;21 .857 23 478 .min. -.382.1, .2L..____:.043_.__21. . .0111_.27......13. 23... -.92 __.23...._-.021 .21 422- mm -9128 23 '7 -445 7 27 : -.464 ,121.1-.429 21 .069 13 047 25 -479 5 _ max._ 0.28 .27 , .005_ 17 . .021 .1_3. _6 -.13 0 .13 0 13 423 2 max -.189 13 . 1.241 15 ! -.1*5 27I-153 '13 .035 ,21 7.155 21 480 min -.381 - 21 -.006 • 21 .011 27 0 23 0 13 0 j.3.. 424: ,mm -9.151 23 •-•4.497 27_.4.H...44.11__211_,A29 21 0 :13_•1,079_._15. 481 M60 _ ,max_ 3 177 , .21 . -019 21__170(}A .23_7.002 .25.. it43 23. -337 13 425 .. 3 max 1 783 _ 23._ 5 706 • 27 I .145 21 -.153 13 -027 2 084 27, .462.- . min -4.654 ' 27 -.0751 L23 .957 13 -.147 23 -.064 25 -729 21 428' min 063 13 - -1915 15 ! -.036 127 -.429 21 ..523 21 -2.38 15 ..aa 1 _ _4__ 2 __max, 7 123 , 23 44 . 13.. -039 13 -007 25 15 228 23 -246 12. 427 4 max 9.949 27_, 21 25.J._.1.5.3._121 -.153 13 -039 13 214 15 4911_._._.....L_ _min_ .LOA8_1_13 ! -.011-7-23 '2291_23i.-.147 _231_ .25/ . ..13..-.613 27 428 'min -1.207 151 -1.901 • 23 • -.0311 !ref -.429 11 -304 21 -381423 _40_1_ _I_.rna.. 7 182 __23 -.04 ! t3_ .039 13 -00 .25. 10 164_3.V-116.27. .429' _ 5 max_8.925 27_1 164 I a_ ..17.1_,211-.153 13 008 15 1 741 15 488 - min 1.08 1 13 ' ..fort T-21 -2.23223 -14723 .189 113 -437 21' 430T ; ..mill.-1,207 ._15 2,Q7_ .17723_,..-On 1271-.429 .21, -.143 ;23.-1.453,27, 487 .4._. max 7,241 4 2a_4_ -414, .13 ......_019 ...O..-007 25 5C27_ .73_ 1727, .4.3.1__MOIL_ 1_ mpl..._121 2_ __7 4,515 13 -Ph '1312 722 .23 .73Q i23 508 1.3., 'till i . i, i 1 . ,0,_ ;4. .. 7 '' 7 .,.: , - 432 7- .min,-1354--21 ! 1.182 ! 27 -1.32 231-.063 :21 .024 '13 -.119 25 19• A_ max, 7.299.....23 ! ••.04 13. -.039 13 ..907 ;Rt. -me 26_ •169 21, 433 2 -max -.012 13 . 202.. j.13. ____.2. ,27.1...043..23 048 :21 206_411 14101 _MM.. 1_29.7,..1. 13 -.129 21 _.2.295'zal.:..iiz_.',23.....,187. .23 .03 131 434 mg1 -.565 23 1 i 25 -057 j211 .022 1234 •.187 _27 .098 t27 1„4..Qj{ M61 1_ max 1.964.. 15_1 ,Q09 ..4._23... 003 .211 0 .113 0 .13 0 .13, 435 , 3 max 231 23 .021_1 1 . .043 i .138 27 -Q43 27_1 492: mh .10.278: 27 1 .003 1 25 0 13 0 23 0 13 0 13' 436 min -.002 13 _._...0133..._i_. I . 127 .022126.1 -037 .21 -.091 21J 493. . 2 _max 1,961 : 13_4...AC4__ 23,. 001 21_ 0 _13, 003_ _23._ 0. .25, 437 __ 4 .max 231 23 -031 • 27 .01 ..11 .043 1231 .018 21 -021.27_1 --4 il, -I. , .4' I .., I , v 438 min ...002 13 -051 21 •.062 U7,., .022 15' -.011 ,.7Z .078 13 495 _ 3 rna. 1 958 . 1.5..,L. 0 13 . 0.. 111. p ,13. 004 23. 0 25. 439 5 max 319 23 •301 25 159 23 -.147 25. .005 15 36 13 496 , _.imin..-102181,xt... ____L.._ . 13 0 ;13; ...Q .23. .002 .15.7.004 23. 440 nun .029 13 -.531 23 005 25 -.289 23' -.022 25 149 271 497. 1 _14_ Max 1 956 ___11_, ..&62.__,_26 0 27._._ 0_...1.3.,__ ...003 ..._23. _O .25 441 M56 I _max -.104 27. .802 . 15 -008 13. 369173, 0 '13 0 .13 498 mM -10,278 27 -.004 23 -001 25 0 23- 002 15 -.00323. 442 min -.757 ' 21 : .208 25 -1 23 .187 25 0 .13. 0 .131 499. _ I 1... max 1953 , 15 -.003_ 26 0. 27. ,g_ Ts _ .0 13__.p. _13. 443. 2 max ...104___V._4._587 15 ,..•008 .11. 319 13 • 13., -222 25' 500 1 mm -10.278' 27 -.009 ' 23 -.00325 0 23 0 13 0 11 444 min -.752 21 .186 25 -.07973 .18725. ..1 23 -.558 151 501 M62 -I, 1 max 5.539 23_- _,008 , 13 . .0 13, 0 21, 0 13. 0 .13 445 3 max -.129 27 . -.106 27 -00313 291 115 -001 13 -143 25- 502 ' 13 i .0_ 1.27._:.J•..0103 21_ .0 :17 0 _13 0 :13, 446 min •_.525 15 -.753 15 -139 '23' .01 127 -218 23 -373 151 5.03,_ 2 snag„._1_5,534. 23. .003. _ ta_.,_. 0 13. 0 21 002 13 0 27 447 _ . 4 max -.129 27 -128 27 -00313,_2.91 .1_15 ...OM 13 .493 15 min 28 13 0 ' 27 -..001 21 0 27 0 27 -003 21, 448 min ,525 . 15 . -.788. ; 15 _-.218..231_...01. 1,V., -.475 23 -.047 271 55r0.1 3 Tr ax_16,63 , 23 , ._.ci 13 13_ .11. 0_21 ..003 13 0 27. 449 . 5 _.pgmr.. -,QQ1._... 13 .384 15 . 3_11Lg7Z1' 156 27 .1.1.__A min .271 i 13 0 13 0 13 0 -27 0 27 -004 21. 450 •mm -.062 , 21 -.03 • 27 . ,137 123 i .084 13! -.044 21[*-011 091 507F . 4 m I Is:. __21. , a , 27 _ 001 .25 0 ,21 .002 ...13, 0 27 451 M57 1 max. -.607 ya . 5 431 , /3. 416. 131-1144,25: -935 .2.2,..1 4 •.1'1 _502... ______...... -_M . -.003.--. _12_ _0_ 23.. 0. 27' _ 0 _412_ I an -2_695 • 21 1 384 ' 25 1.4411 231-.7201,23 -.06 21! -.2E2 -1 509 5 .....nws.L.1.§..4.2. 23 . .0.__ 47.,_.;,Q03 .25. 0_ ;21. 0 _13. 0 13 , 453 2 max 0 : 7 2 627 . 21 ; ' 0 ,21 .116 • ' -.- 510 min i .271 13 -.008 ! 13 0 23 0 27 0 13 0 137 454 mm -.095. 4 .188 1.II. .:.1.12._ ___O :15. -.997 :27 11111TAIG-ji 511' M03 1 max 1 675 1_21 . 014 25..;.,022 23 Q0 _21_ 0 13,_9 13 455 . 3 max -AL 4_.....,...- -021 I22_,.._,041 0 21 .Q0.2 _27' . ... Fii 512 min 386 . 15 ; 0 13 0 13. -.07 27 Q. 13 0 13 456 m, -....a 1 - ' 4 I.4,,, l 4 . i -Mr, '-.1 151 _t171. ra 513 2 max 1 A95 3.1_1____.,007.. .25 i 011 .23 .90 11 .013, ,23 0 .13. .- 457 4 max 434_ . ... 1_2Z__! .649 .21 ___CL....21 -00.1 1..II 514 -•_- • ,min._ ., , 15 , 0 I 13T0 _11,.....-07 .27 0_ _13:-.009 .25. 458 m. -... . /I' I I -034 I 4 . -.1- ,, _,_R q15 _ 3__. _max 1715 . 21 _; O.,_ - 13..,__0 „,...-13. .06,,.21 .017 .23 0 13 459 . 5 .max. .059 _a6 -la : 27 069 . . ;1,. .035 aVfAIFil I sift '- min 402 . 15 0 ! 13 i 0 its! ...07 271 0 13 -011 25 480 min -.01.1 '_,:-. _riga-T-2i .027 • , 5 .00a F1 M .3.1.1... . _4 Mag_1 736 21.7..17 __134.___0___ '13.. Ag...421, .013 _23 0 13 461 1,159 1 Miat .1Z4 465 25 •004 .•••••. .27- • .■ • ,518. •mm• .42- 15 -.007 21 • -.011 A..1 -.07 -27 0 13 -009 .25 462 1min I-L4401 15 ,221 ' 15 ' ..08 .....-. is: ...o. ._. 13 ..k. ER 1118 _____ __!____5__.-88W._ 1.751 21 :_ Q.. .13,1_9 !13 SO :21. 0 _13, 0 13 . RISA-30 Version 1300 (GA..1-1,..1.01.01..Mallyx_Feed_Pre_Meit_Rev..•7.23_ColumnShifUld) Page 15 RI SA-3D Version 130-0 [GA 1...1...1.A.A_Mgilyx_Feed_P-reMa8 Rev_7,23Co1umnShifl r3d) Page 15 ::_j -....: r- a I r ' r r. Company Jacobs Engmeerinq July 3,2015 y Company Jacobs Engineern9 July 27,2C55•r r11 Deslgr•er SKJ ,��rJ,r r f ()ewer • SKJ r e y .1 Jab N,,.rber 25PW30.1 Cneckeo By.KG J F 9•_�- Jnt Number 25PW3011 Cneckeo By'KG r r- ..,,,,,,, Model Name Feed Pre Melt e c..,,e,1/r Moats Nam Peed are Mel Envelope Member Section Forces(Continued) Envelope Member Section Forces(Continued) Moppet Sec - .vdagtl . LC ySneerlkt_J.C. &Sr...4,i.G Toryyel LG_y-yMomererk. LC z.zMe _LC &W O*_66 gxlagkL_LC___1L 1_0 yi„tQr464.,-},firYMa k.,4C x:zMo. 1C. 520 mm .438 15 -.014 ' 21 -.022 '22 �_ (max- 405 L__27_149512 2 07 27 0 13 0 t3 �j77-__ tJL 1.x_,21. -,,011 21-,151 ,2Z 521 t.t64 1 max 118 23 21 0 251_OQ223 -012 25 02,8".1 l(78. 9310 _.048 i_.1f,4_i_-.:082- i_1L.000 27,408 13 1 21 ,151 .13i 522 min -1.757 25 01 27 •007 23 0 25 •083 23 -.217 271 1 79 - __^,i_ max 405_4._2 }._-056 „.V 976 21 .078 21; 0 13 0 13 523 2 max 1.151 • 23 .006 23 005_ .27,_.002 23 005 21. Q 113 _ _--�_. mutt .04-{�_t J3 } --in 13 -,Q08 27_-,Q08 13' • Al___J;�•Q j31 524 ,min -1.761 . 25 • .002 . 25 -003 15 0 25 -.042 R7.i•-�0.231 81 Mi0_+ j 14441 .7,87 �; i _Z, 21-_,4.018 15_ .223 231. - 0 0 13 23 Q05 , 21 031 •23• .002 23 008 21 -005 -251 4__ -- $- - ._ -917 27�,- Zj _;,13____ 525. 3 ;max 1 136 23 022 2t 021 23_ ,002 23 014 13;-_018 21.' 582 mh • t •329 25. 0 13 0 131 526 inn -1.766 25 011 27__ 0 25, 0 13 059 23 218 :23, 2 '�6 934 • 27 42 2 095_211. .024__23_ 0 ,27 527 __-_4 _ max 1 .79 _ 731 * 21 009_ 27 __• 2.__,25:_ 2 : -.al ;IS__•Q41 ,21, _.S�k .ZZ_ 529 5 ;max 064 21 009 25 042 ,23 002_ 23 0 • --•k'_-' -•. S .02 . 3..-041 -21 528 min 1-1.76 764 25 -.03 23 0 25 0 13 -.029 27 •125 23 T..- lml -.�i .a_ -.024 ..32_...S3/2 27 ' 13 0 3 530 mil 0 25 0 13 0 13 0 13; 587. 4 • to 531 1.165 1 _max 2534 21 02. •_23,y, 003 j7 0_ 13 051 27 284 23 `rte ----"t -387 -23 -36 __ 21 231 13 _.056 13� .22 __21 -1.72 21 •.387 23 -1.367 21 03 13 .055 1! 2 21 •1.749 21; 532 mm 49 13 01 2S_!-.004 .15,-.002 .23 -025 .21. .029 13 1.....5.69_ T____ima: -037 , 21_ , -.209 27 09 25 533 2 ..max._ 2.515._ 21 _ 011 _-• 2 0_ ;13 069 23 249 23 '59D 485.:13. 0 - •13- 0 13., L.r I tin •288 27 -1.281 21 -Qfi5 27 •D13 13 0 13 0 •13� 534 min 474 13 -494 13 -.008 122 -.002 23 -003_ _2.5___•004 13 '5911 M711 1 __09 Q51 _27 019 13 008 27 0 25 0 13 0 13 535 3 max 2.496 21 036 23 .0____;10_ 0 13 045 27 231 23 :p:. ;-q,�568 _2]- 01 : 25 0 13 0 15 0 13. 0_ .13! 536 min) 458 13 .007 25 •.021 123 •.002 23 -015 t3 006 251 1_20_1__ - _ _ rr 954_4_27 009 13 _ 004 _27, 0 25, .018 23. -002 27 537 - 4 mex, 244 21 024 23 ,,,0_ilk_ 0 25 039 23_ 114 27 15847 min QO_ 25 0 13 0 15 .07 -25 -002 f]; 538 min .423 13 Q___�_35 031._23..-.002 .23 .003 25 -.006 13, 1.,5 ). 3_ 1 7 27 0 ,_13 0 13 0 25 025 23•-.002 -27 539 5 max 2421 21 013^ 27 0LS-- 0 25 0 13. 0 13 5981 rasa • t3 0 13 0 t5 013 25 -018 1]t . Q min. 407 13 •909 13 -042;y3 -.002 23 0 13 0_-13J 1_527_ 4._41934 559__ 27 -005- • 27 2 15 0 25 .018 ,23, •002 27 541 M66 . 1 max, 887 25 924 21 28 ;27_ 0 21 08 21 -022 13 � !min --574. : 21 -.009- !..33 . -.004 -23. 0 13. 01 25_-.013 -1.3! 542 •mil -.022 15 312 15 -.074 11' 0 27 -.07 27 -.144 211 15,9, 5 max' 062__ 27 -01_ 2.7_ 0 15. 0 25, 0 13 543 2 max .455 - 25 381 - 232 27 -542 27 800 mat -579 21 •019 13 -.008 23 0 15 0 .131.._.2 13' 0 13 25 ,902 ;13 0 21 2 544' min. -.067 23 , 931 , 23 227 ;23 0 27 -.006 13 -.905 21; 1101_ M70A 1 max- -D84 25 _ 1 174 • 21 . 005 21- .299 15_ .295 _274..768_21 545 3- -mix 443 25 -- - 4 25 002 '13" 0_ 21 009 13 247 23 802 mm -.573 23 A89 ' 13 -.167 23 -011 27 -.206 21- 386 13� 546 min -,067 23 965 t 22 245 3' 0 27 -.036 13 -.168 25! k103 2 •063 -25 _ 1 117 21 - 005 21 299 -15 •028 13••.824 13 547 4 ;inn. 43 25 .419._ _C-092 ;.13. 0 21 -011 13 1.352 23 ..404_ _ _ __min• ;.5,73 .123. 509 13__-.157 23 •011 27, _-197 ,2.Z ,1,38_211 548 ' :rain --067 23 -.999 23 1-164 ;23• 0 27 -323 23 273 25! „505, 3 max_ 697 25 _ -415 13 _ 243 21 309 15 -022 13_4.288 13 549 - 5 ';rap• -327 . 25 . 2009._ 29 t..4.29_21__0 13 0 13 -125 25. 606 mm -727 - 23 -1.033 21 032 13 -094 27 •236 23•2.928 21' 550 :tnfni •.01.4 . 15 - .349 r23 418 113- Q .13_ 0 13 -.55 23 607 _4 _ max 717 _ 25 _ •474 13 _ 243 21 309 .15 248 21_•.448 27 551 552 1467 __ I min- 117.3 ,_21 113_ 2t�_ 0 -27- 041 21 144 21. 008 min -727 13 ? -1.09 21 032 13 -.094 27 -417 27 -.435 21 -163 27 .171 127 1- , 0 15 -012 21__02,2__1_3 ,609• 5 max., 738 1. -533 . 13 243 21, 309 ,15 .704 _21 1 158 21 553 2 max .971_ I 21 ,.,25.; 0 113, 0 27 151 27_ •084 27 8.10 , __.. -10in. -,121 :_21_,. -1.148 21-_-.032 -13, •094 .27 _097 _.13._49 .13 554 min 183 _13 -.485 ' 13 i --151 123 0 15 •DQ5 13 -648 21 611 M709 1_ max_ __6D1 , 21 01,5_J3 008 23 -029 27, 0 _13, 0 13 555 3 max 959 , 21 •021 25, , 9_,_:13, 0 27_ -002 25 047_•13 §12 min •054 ' 27 _ ,008 S 27 0 13 -164 21 0 '13 0 13• 556 min, ,189. 13 -.5 i ,15. -031 .23, -.427,25' 613- ._�1.• 0 _- _�,_max• 598- 21 _ DOB- 13 _ 004 .23 -029 27- ,002. :23_;002, 27, 557 4 -max- _146_ , 21 _ 04 .25.1 Q ] ._ 0 27 -.002 .2.5_.32.3_. . 614 _ mm -.054 ' 27 004 27 0 13 -.164 21 0 13 -.003 134 558 pit 183 13 _536 13 -.188 123! 0 15 =,232 23 •.393 25 615 3 max 596 23 G 13 0 13--029 27; 002 ,23. -.902 ,27 559 5 max 138 21 B6 13 .357-23_ ,0 13 0 13 -061 27 _616_ - -min• -.054 �_,_ 0 13 , 0 13 -164..12h_ 0 ..13_,A04_-131 •004 25 3 13 -028 27 002 560 min •024 27 -022 25 007 13 0 13 0 13 -.248 211 817 4 _max 593 �23_. 21 -002 27 561 1.168 1 max. 429- . 23 . 2.009 , 23 . 016 15_-125 25 3 13 0 13 618 min -.054 27 -.008 13 -004 27 -164 21 0 13 -003 13' 582 min 019 - 13 . .368 25 -.327 .25- -.55 ,23 .0 13 0 13 519., _ -_� max,. 591 _21 . -.008 _ 25 0 -13- -029 27 0 13 0 131 563 2 max 013____27 , 025 _ 13 23 _0_ 25_ 0 131 620 min -054 27 -.015 13 -.008 27 -.164 21 0 13 0 131 584• mm 0 1] 013 27 -008 21_ D 25 0 23 0 .271 621 M71A. _L.__.may, 165 .21. , 032 13 016 23, 039 13 0 13 0 13 565 3 max 0 25 _ -.0,11 25 007 25, 0 23 0 r - - �___max._ .16 ;.13_, .015- . 13 _0_ -,047 28_ 0 .23 0 25 588 min -011 23. -021 13 0 13 0 15 0 .27 002' ��f _ ] 2 max 16 21 Ot¢ i 3 008 23 009 17 007 23 -008 25 567 . - 4 max -007 13 047___25 --122 21 248 21 035 27 . L125 824, jr1 mm .003 T 13 • .008 25 0 .13 -.047 25 0-_ 1Q -014 13} 586; min -,334 25,__•-815 ,025.. 22 .1._27, 187 •_1.204'1^3 8251 3 max 154 ! 21 _0, 13 0. 13 0 ,23r_ 0 13, - 1 13 549, _ 5 max 007 13- 022 138 fi21 249 21 - t 0 828 ran .003 13 0 11 0 113 -417 :25 0 t3 -0:9 131 570' min -357 23 7 -86 13 -.024 127 .081 27 0 '131 0 13 _ _427, _ � •max 149 21 50@ V. 0 13 _4�A 13 007 23 •OCB 25 571 572 M69 i 1 min 405 05 21 ' 109_{.21.,0 22-'078 ,21 0 t 0 i137 629 mm. •093 _ 416 12„- -,4 04 123 -.947 -25- 0 .13. -014 .1.3; .059 25 056 :21 -_006 13 0 max 143 21 017 _ 27 ' 13 009 13 0 13 0 13 573 2 max 405 21 065 23 004 127 .Q78 21 -006 •• 630 5 min .003 13 1 .032 ' 13 r•-016 23 -047 25 0 13 0 13: 574; min, 048 _13 r .035 25 94 '2L-.008 .1]. •.069 214•.ixb� 631 'x'72 1 max .,214 21 ,p,>;3 .n X007 -2T 027 27 0 _13_ 0 13 575 _ , 3 max 405 21 022 23 004 ,27 078 211 .012 27, -.L�25 _832 'mini •� 1 13-1 _007 27 ' 0 13 -,051 21 9 13 0 13' 576 min .048 13 .008 13 -.025 121• -.006 :13, -.118 ;21; -.187 231 633 -2_ :max! 212 i 1 i 2}:.,.047 - 3 .003 27. 327 27 .001 27 ,001 .27 R,SA-3D Version 130.0 1 G:L..L--1...6..L..1..iAgityx_Feed Pre_Melt Rev_7.23 ColumnShiftr3dj Page 17 RISA-30 Version 13.0.0 lG:L--L..L..l..l-A.AAgiyx_Feed Pre Mell_Rev_7.23 CdumnShill,r3dj Page 18 9-) f 1 ■ • 1 1 , , • 1 I • • • F•, COMOeny Jacobs Engineering Juy 23.2015 r Company Jacons Eng,neenng m 3 20.5 gi.t C f 08-240"' SKJ r r►r --r 00•,01,., SKJ . y. Job Number 25P,/V301 I Checked 8 KG . Job Number 25PYJ3011 r tr c .1,e,o c,f, Morse Wme Feed Pre MeA Y Jr[.r.0 1 o a O, Mosel Mme Feed Pre Mel' Cnec:ea By KG Envelope Member Section Forces(Continued) Envelope Joint Displacements(Continued) Vemoer Sec .axialkl _LO_„y 8naerikl LC a Shear(}C TOryaW,.-LG.Y•v MOmemjt-. LC 8-2 Mo. LC __ma__ x;4I .___IS____ _VOA__LC - 21x11 I.C.X Route LC Y Rata _LC,Z/947,4-_L 634 •min 008 13 • .004 27 0 13 -.051 21 0 13 -003 131 46 ]min 0 27 -.0'39 ' 15 •004 15 -t 42584 27 -1402.-4 21 -'8313•1•4 15. 635 .. ___ 3 __m'_x__21•.,__21_4___Q. 13 Q 13 _0,2,7_,1,27_ 002 27,.•-002 47__ N24_._778x. _9___x__.25-_._ 0 ___2Z_.: 0_-.2L 1.7178.2 23 1 0598-4,15 2 96.80-4.18 636 min .008 13 0 13 D 13 -051_21 0 13' •.003 .131 48 'n u n 0 15 0 : 21 i 0 1 5_,.1.4 4 0.-4 1 5 .2 2 2 1 4.3 2 3 -3 2 5 e-4 2 5 537 4 max 207 21 . -.004 25 0 13 .027 27 .001 27, -.001 27" 49 , N25___Mx;_-0102...: 28 0 27 • .107 .23.1,775e-2 23 1 344e-4.15 2 531 a-4 15 638 map 0[1.0 1} , -.007 13 .003 •23 •051 21 0 1.3. 403 131 •50 , _ __AAA, -00'2 }. _]5- . I. • 21 l Q ,15 •1.4660•. 15 •22124-3 23_•33254.4 25 639 5 ,1�7t; .205 . 21. ,. -007 25 0. .13. 027 27 0 13' 0 .13 _81 N28 1911/141 Q32 ., _ 21 -006 25 +_1178 .23.1.3498-4 23 185e-5 15.3 3028-5_13 640 min .006 13 -.013 13 . -.807..23: -;051 21 0 13 0 .131 . _, ..a.4.�27 •,012 . 23 .:_s0A5 15.1.109e-S.13 -1 lase-4.21 •I199e-4 25. L.03 1 N27- _i11P3! ..33.7_1____m___ ___ $. 15 _'1 M�j _.23 1.335e-4,23 •7 052e-6 15 5.5.9.1J.4_13. 54 1 111M1 .003 27 -.01 21 1 -,MS 15 .2.771.5 25 -1 18-4 21 .7 78a,!' 25 Envelope Joint Displacements ...21.4_-11128_ 81-1-.Q3 __-?�_ ._.ice 25 •:_1,723 '23:2.7985 21 2 934e.5 13 •2207•-4•27 Joni x,e C Y 56 I A02 Tl •.005 13 --000 '21 -3 799e-5 27 1 611N 21 •3.99.-4 21 ! 1 Itd_ JS 2.801_LC_X solueL:4_LC .7 35 e. LC.2Rpauo. ;C ] 0 ! 25 0 1 Ni max .037 21 -.003 27 1.183- ,23_1_349.-4123:.7 o5-e-6 15 5,6928-5;13 3_2_4____A20 - _ 33_.___9 .27_1 786e-2_23.3 7748.4_27-1 487964.954.4 23. 2 min 001 13 ...1.001.._. 2L__=.044_ 1 • 13 _1.12e-4 21,-7.7560.5.25_ `�!4- 110YL. j)._ ;___23_ __ 0__ . 13-!_. _21..148x.-4 21 1 53e-4 21. - -� 59 ' N30 max 036 21 003! 27 1 151 2 '4.003.3 23 1068 a 15 t 767.5 1 3 N2 Tax 039 21 4-_ - 27 ..1.176 ,2 23 5 to 15 5.6978-5 t 3 - - ------- - -- - - 3 - _._-_ .3 4 m1, _004 27 -01 13 -008 2141.11x5 13 -1 12e-4 21 -7769.5'25 80 m-c 1+< . - _ t'. 4 -214744 5 N3 max .032 21 9003__25__ 1 176__23:1-349e-4:23 7 05e•6 15 5.691e-5.0.32; _4i .-_ N31 max. 016_ . _ 21._ r Qi 13. _- 7 178 ,23.6.821e-4 27 1 792e-6 15 8 099e-6 27, 8 mm 002 27 -.012 • 23 -006 21:1-11e-5 13 -1.12e-4•21 -7754.-5 251 62 mm -003 27 -A2 21 -.005 15 •2.5030.8 15 -6.962'-6 21 4 6414-5 21 7 N4 max 039 21 .002 _ 27 1-11} 23'_7 0514-6 15 5.6928-5 139 .�3+ N32 msx._ 015 21 _0 13 - L.t&• 23 9.511e-4_27 -4 109.6 13.3 9388-4,21 8 min. .004_ _ 27 .01 21__^.-. 4'1311J..11194.4 21 -77564-5 25 J31b OSL2__ 27 +__.00.+ 5-..1_.-.'14 t5 477]M•15.•2 X6'1"_21_2-!83.'4_31X- 9 N5 Max .032 21 -.906_, 27_ 1.18 230 1.7052.-a 15'5-683e-5.13. N33_-_dt1._ 021 21 0 i3 l 1,148J23�4 126e 3 27•-4 477.5.13'1 493e-4 n. 10 min 002 27 -012 21 -.005 j5,1.109'5 15,-112e-4 21 •7156••5 25_ .96L' 0 27 -.005 23 .002 13 •3.31tN 15 -2411.4'2t 8565.-S 25 1 1 N6 max- .039 21 - .002 - 27 ... ),174 2 :7 71.J 23..1 631.5 15 -1 04e-4.27 AL....VA__ r i _Q22 . 2 1 012 27 i 1.11 _238 l47e•5.27 -5 162.-5 21,2 559.-4:2 1- .12 min -004 27 -.003 13 -009 11'.3.52.-825:•1.3710-4 23 -3 532.-4 21 88 min -.001 27 -.012 . 15 I -.004 15 -3 0250.4 15 -3251.4 1 653e-4 27 13 N7 max 0 25. O. 25 _ Q._ 23.1.69641-2 23:3.0638-4 27 9.9578-5.23 169 N35_ Max„ _.0, 21 0 ■ 13 .0_- _73_1.718..2 23,_40266.5 13 •'4-4•-3 27! 16 .max. 039 27 ...,0011_._;27 - ,148 115.2 2480-4 23 8232.8.15 a e ;1 . .1 _ am3 1G. . _13___. 21 __I__ 23 , 1 _23,8751 3 8. e75 13.•3 631.4.13 -•1,0554-4_.-.21 61 -. t �-' i _1W-54.25 72 . N37__11 5 .0 I -133 44 2.7_.- 056.5 21 .3354.4 21 14 min 0 13 Q 13 0 15 �t-�__���� 15 N8 max 039 21 _0 27 _ 1,178 123 1 -6232.5 15 4.90'8.5 3 � � •- i 1 - 23rt-.009 21 sbn.s 15 •247-28.4 21 4>�21 17 N9__ max Q32 _ _ 21 _ Op3___1Z7 L.,1,130„,_23;4161e 2016x5 1.5 .4.7561. 27' _ _25__.___-0 25, 0_ .23.1,597e-2.23,266e-4 _27 24134-4',23. 74 anal 0 23 0 23 ; 0 25 -12023-+ 21 -2.175.-4'21 3 70745.25 18 min -.001 13 --003 13 009 .21 4.007.4 25 3.283.4 21 4A224.4�1, 19 _1910.__max.__Q .__2,1__„___Q_____ 21_ __8_;2 1 4e 274286 15 7.8978.89! 76 N38 _Max 046 _21 QQ7-T_27_ 1.1$5 23 36748•' 27-•1 33e-5 27 59548.5 13• 20 . _ min, _L__- ._1L_ : 0 21 i85 -'2488.4 3.".3 2j -.5t244423, .-M. inn_ .008.__x -0122 .j 21 L 4 .15..-1555645 13..1 S61e•i t:444-.4 21. 21 N11- max, 036 , __21_ ... _04.2 __25 . .1.172_ 374e4 23 •25I9e-6 15 ±29-•..271 ___� t___Pax• 046 _?��-,,Q�5 j¢_ 1_84 23361484 27 -2696.5_27_. 7e.4 27. 77 , 1 22 i __ min .002 27 014 i -23 •,1009 21 120e-5_25.19 536*-5 21,73-65544 21i 78 min .008 27 -.01 1 23 I -.005 15 •1856.5 13 •1.697.-4 21 262'8 a 21 23 N12 max .003 Z 5 _ 0 27 -_.104 23 1,718e-2 23 i2 455e-6 15 55:24.5 15 _-ZR._. ..N40. ..Max. 046 _, .21 _ _1.183 23 3615e-4 27 -?-24586.27 -9W_3e-5 13 �_ min 0 15 0 21 0 115 x-1.0658 4 15 •2-t6343 23 4 593N21 80 min 006 27 ---.005 13 . -.007 21 -16554.5 13 .1 675•.. 21-•356644'21 25 N13 max 039-_A21_ •__.Q_, 27___ 1181 11l2317.077e_5.27 1689+6 15 7 068-5 13. $1 N41 max. 046 21 _ t 183 23.3.6154-4 6 mss_27.2.4848-5.27-•6146.5 13, 26 min .004 ; .27 -.013 l 21 ,004 115<-4.t72.5 13 -1347•_-4 21 •1.7e-4 25 82- min- -O _, 27 _ -.4Q0 21 1 13_-13698.4 71__338e-4.21. 27 N14 max 04 _; 21- 0_ 27 _1181_rfl-8_044e-5,27 .14538' 15.6.875e-5.13 •_.3 . N42 max_ Q36 - __221_ _flit 1�1. 1164 .23_446784 27 -6.446.6 2 -•1296.4 1 _ 28 .min .004 . . 13 -,014 21. , r �13T8.47.-5.21 1 34e-4 21 -1 eat.. 25 84 min .005 27 •021 ' 21 i --004 15 4.6545 1g•1.66044.4 1 -354944'21 29 N15 max 039 27 968-5 27 2 06e 7 27 8427e-5 13 d5. - NAIL.__tax 336 . 21 _ , -009 __ _1 154 23,4 467e-4 27 •24374.5 27 45244-13, ]Q_ .min 004 .- 27 -0016 2211-: 1- .2..1. •1571.4 25 � 'min .005 27 I -.005 4.615.5 15 -16618.4-21 -436344121 •�04 '1S 41 194,-/ 15 •132'-4?t {{�-- Z -.017 .00S 15 1 31 N18, ,max. 032 .. ..21 -QOt ,._27 1.182 _233.115a-4 15 -1 763e-5 15 8694e-5:13 LE-1_ 944- max_ 036 _21 1, 0___ -2.5 .1182__23_4468e-4 27 -3.0738-6 27 4111654.6 13 32 min _002 27 -.013 21 -.Q04 1513.04e-5 25 .1 371.•4 21 •1 025x4 25 85_4____.-_ .min 005. ,____.IL..i. •.0.08 : 23_4_-.007 .21.461645.15 •1 55584'_21.4.49e-4,21 33 N17 'max .026 21 -008 27 _11-43 23!162e-3 15 .2911.5 15 46078.5 13 _I_-._-_I'$8__.mae 036 21 004_ .25._;_i_153• -_23 4466e-4.27,3193e-6,27 .9744.5'13 34 :min' 0 27 •0888 15 .004 15.5.584e-5.27 -1625.4 21_-4.7674.4 15 90 , :min .005 ' 27 •.008 ' 23 •.008 21 -+61445 15 •1 455.4 21 -+•-25e-4 21 35 M8 max. 026 21 001 27 __1.78 23.5.455e-4 15 -+051.5 15 -2136e-4 13 L.11_._. .$45 max 034 ; 21 003 27 1.179 23.6_553e-5 15 -%4448-s 15 56918•5.13 38 .min 0 27 -04 15 -.004 15 -3.419.4 27 -1265.4__2Z .1241.•3 15 '92 min 002 27 •01 21 •_005 15-858.-5 27 .11394-4 21 -7.16e-5'25 37 N19 max .0 3 2 21 ._002_ 27 _1_183 23 8.451 e-4 15 7 0 6 7 e-6 27 4 702e-6.27 L am L . 1447 max 029 , 21 -004 _ 27 • 1 165 _233336e-3,23_1 352e-5--5_- 5464-5 15 _,"!8_ _IMO_ OQ8 , 27 02 21 -.004 15 6 483e-5 25,__4_3511.4 31_447304_7 ;__94_,- ,min 002_, ._ .27 . -.01 21 -,007 -15.5.744.E 13,-47I7.-4,23 276.4.31 39 N20 max .032 21 -.002 27 1 183 23 5 56e-4 15 2 566e-5 27 3 108e-5 27 4§w_ N48 max_ 024 21.- _002_ _ _25_,_1.,142_23,13 187!3 23 -1 3417.5 27 --3620-4 40 min_ ,002 .27 016 21 004 15.5 343e-5 25 -,35244 21 •2 5458 a 15 O6 mm -.002 13 -.004 13 -.009 21 -1.036.-5 21 .t 6660.1 21 -325-4 21 41 N21 max, 020 21 • -,3,X14 _ 27 1 179 23 1 9446-4 15•-2752e-5 15 1.293e-4 23 t. I 1449 max 027_ 2t .001 25 , 1.172 :23_:3.219e-5,25,-396545 13 42144.4 27 42 :min, 0 27 -.012 21 •-004 15 -4 3674.4 27 .,7ue-I i 3178-5 73 98 mm 0 27 -.004 13 .009 21 -3 7!30-4 23'4 29504 21 -•.414.4 21 _._1.179 -15'.23 8.5278-6,15 -4 3134.5 131 938e•4 23 1- . __1450_ . . •.21 002 • 25 1.13 233075e-5 15 •6 5741.6 15 -:11644 27 43 N22 max. .028 21___�_607 27 0 89 _ max_ 034 44 ' min 0 27 -015 15 _4 •5,655.-4 23 -26498.4 21 1.1238.4 25 114Q• ...41m_..0Q3 . 27 -906 73 _GDS 21 •3049.4 27'.111-e4,21 -383744 21- 45 N23 max .026 , 21 -.003 27 -__1 182__;2511053.e.3.15 1 767e-5 15 -1_1420-4:13 L101 N51 pax 044 21 005 . 25 _r 1.183 .23 8.711e-5 27 -2 194e-5 27 . '75e.453 . 102 :min .006 27 -.008 . 13 I --000 .21 -2236.-5 13 .1458e-4 21 .46698-4 21 RISA-3t3 Version 1300 [G:\-.\-.1..1...\..I...V+gilyx_Feed_Pre_Me;I_Rev_723_ColumnShift 730] Page 19 RISA-30 Version 13.0.0 IS. +Agdyx_Feed Pre_MelI Rev_7.23 ColumnShfi r3e6 Page 20 r r ' r 1 • , . I. I e • r '" Company Jacobs Engineering July 23.2015 ■ Company • Jacobs Engineering July 23,2075 Jt- 1r 1.I Oesgner S.cJ 11J[r r r • Designer SKJ J -r 4� , , ,..b Number 25PW3011 Checked 9y.KG - , cr F� a Job Number 25PW3611 Checked B KG . ,c „•r a c.,> Made same Feed Pre Veil y - I:..o,o C�I a Model Name Feed Pre Melt Envelope Joint Displacements(Continued) Joint X v: LC __�rJ l L _.LM.-4C xlmlrm.._Lc 'Ramp 4A.,Z qpa., Envelope A/SC 14thl360.1O):LRFD Steel Code Checks 103 N52 max, .044 21 01 _ 2:!_4,,185 123'3418,•4_21_-2514!5:27,417644.5113, M�r*6 104 min 006 27 -,011 ,_-21- Y 1....Q04_I15 1.3170.5.13 •1.1151 21 •2S56M.-21' H �D..43.2 k 746,,-,_23 SntuGn. .9.14 ' r 274. 187 ynr! 381_p46 ._ EQn, 105 N53 max .098 25 0 4--�-' M2 .502 7.338 23 _ _ 11 9.14 z .231370 2i6D 3804 .641 H1•tp i- X+E_ 1.138 23 4.174,-3 23 60oee 27 79.48 5 13 ! 2 r M2 i133a14.4 .501 7.337 23 371 i 9_14 • z 23 1/ 0 2169.�186{,38r84Z. Ht 1q 106' min. •:007 23 1 004 21 1_155,•8 15 4 y 23,322341 2J 1- .4. -M3 -�e�' 45$.- 4261 23 ___15.0_2_9.14 . .Z 23 t 0 2165 386438 725++tnm 107 N54 max 021 ; 21 __,Q, -i-27 1 1,1_n_. 20,2118e--4.27 , M4-_. .444- 1L ;.-19.1___'10621..L......23. 55.9 2,a!Z..;3864 M1-t6. 21 3.015.4 21 11 108 mm •002 27 -004 13 I •009 2L�7a<s 15 •2532,s 24, 4.2186 4 21 3 ■-MS- -HBlaseaa 449_ ,T 291 29 1 4 Q 5,042_F _25 155 9 2769 38 64 38¢4 1. 417.1, 109 N55 max 043 _ 21 25 1J-C-123-,_71.74-5 27 7 988e-5 2, 2411 1 A47 !,1,61274, 21 ;.007 i a 247 D 1888 .45,18 tit 110 ,mm .006 , 27 -.DOS 13. __LADS,-.-23_-7.131..8 13 150444,21 -4.7t13►e(a1_I F7: Me J411MIlM 2-_: 0 27 x+_27 ..24eI 2554 4518557652. H1�18 111 N56 max .043 _21 -,gip _27 1,14 E,214a-3}27 1.9,8475 22 -1241fe!131 ' 8� M9 Nna41M, ,15500 475 ! 23 Y 0770'35• v 23 244 1 2554 4518 1 MI-ib 112 min ,006_ I. _27 _�,Q1..7 21 I•0055 IS ••136,•5,1,31 t.SMN12]_-!78384111.i' • 1810_8551.6.4 152. 4.013 23 , 08,3 •4A13_ y _ 23 24,9 2554 4516 se os H1.1e 113 N57 max -039-_ -_.-21 ,_ ,004 1,-183 23&716e-5727 _±:41/14.5 27. 1_241.-4 10 I M111- )188,44x4 004 t2 25' 21 21 7488 21641 26.710 451185 1 141.16 114 -Mtn .005 27 •008 _23 1 --008- 21 .1364.5•13 -1 514.•4 21 -474344 21 0,1 ( 7tssex4xa 8 .0Q9 X5.27• v 1 7 ,115- 158 __;max;. .039 21. _ •91 1.088eS 7 -1.241 -a 1 M12- 022__,2,875_ 15 OQ9 8,74 y 21 1939 2169 36 64 35,64 1 N1•te tt.�1.1Q4_�,t.OJ14e-5 27 27 ,13 + 12 I M13 tiSa6id<i 2S�__].i6iZ_:._21_. .00Z�,9J4} 4_.L21 2,3-,,2769,38.64_564 i_.1+1:11 118 min• .005 27 „O17 l 23 • „co 15 7.13845 13 •7.55444 31 - 7834-4 21 _13 _1,(14 L3x3x4. .O3 5._ 351__21.001 _SL1.Y _ 23 285046e5aj,¢�8•343.1 My.1_ 117 N59 'max .055 21 ,QQ3 _ � 1,..1,111„. 23 714e5 27 -I968e-5 27 -124144 13 14-1 M15 11/4694144. 023 4.4871 15 1 .043 ! Q : z 23 1214 71/0222.252,2929 1 Ht•1B 118 min. ,009 27 . -012 TL 1_--007 115 -7.1311.-5.13 -16844. 21 •4783.- .2.3 J5--. 14.10-- 4886.4.1 .011 _4.501, 23 __ 9 119 N60 max .043 21 003 27 • JIB j 2315473e-5 27 1 614.-5 15.4 435e-5 13. ' 16 M17 L3x3x4 72,4 77.02,23252;29429 1 87.-1 i 079 .3.276• 23 Ol8 1 0 I r 7,912+,.,,1 1686'3 152 1 82.1 120! mm 004 13 -011 21 1- -_006 15'-1.3194.5 13 •1 3474-. 21 •1 56744 21 •17 M18 1.3.3.4. 045 ____;,2. 1 I 21_ .J! Y 23_. 20.59 46656 43 1 g.4,. 121 N61 __max .043, 21 _ _,901 _ 27_4_1191 23_ 4 2e-5 27 -1 5944-5 15.6.317e-5 13 1a 1 1419.__1.3.33x4. .117 '1237 ,� 1 _L -.. __;,p_,j407345:641143,1.68163,2p6).., 122 ,min ,004 13 --016 21 -,004 '15 -1 004,1•21 •1»78.4 21 •1 565.4 21 I 1 M20 L3x3x4.. 249 1.108 23 001 I Q _y _ 15_40 736 46 656 1.8ee••3 736 I ►Qr1 123 N62 max .043 21 -00.2 27 I 3,183 .23 2.73e-5 27 -'408e-5 15:7.833e-5.13 20 M21 L3x3x< .203 '1.237• 23 -- -OQt 0 v ;80.731 46.668 t 6561.3236.1._}�1 124 min .004 , 13 -.Q22 2 1._, -,0 0 4- ,15 •1.6434-4_15 -1 335e-4 21 -1.8826.4 25. 21 . M22 _L3x3x4 358_ _1.109, 23 - .001 .2.475, v _�_ 40736 48886 1 688 2 1 4 0 7 3 6 4 8 8 5 5 1 6 8 8 3 7 5 6;1 ;82.1! 125 463 ,max 0039 ' 27 -.002_ 002 . 21 - , 14183 .2.3___3.e-5 27,-1 1344-5,27 7.584e-5 13, - 22 M23 L3x3x4 233 1 1091 23 001 0 Y 27 40 736 46 656 1 6754 3.759 1 142.1 ..123.. min I -.004 •15••1.206,-4 15 -1272e4 21 •1592- 25 1.23 M24 -L3x3x4 299 1 237 23__. .002 ., 8 - v . 23 40 736 46 656 1 688 3.755-' 442.1, 127 N64 max, 032 21 -006 _ 27 _ 1 18 ;23'1,349,<_23 '3.972.4 15 7 876e-5.13 24 M25, _L3x3x4 052 -3.344_ 21 . 002 _ 0 y • 23 11012.4e 6561.688.3.152,' 112-1 128 'min 002 27 -012 21 -QQ5 15 1,109e-5 13 ',073e-4 21 '367x-` 25 L 25..-_ M34--_L3x3x4 .222 Q-_- 23 . 14 11,623 z 23 •21 47•348 866 1 6883.8331..142:1 129 N65 max .039 21 002 27 1 16 23'1 06e-4 23 -8C27e-6 15 6 497e-5 13 26 M35 L3x3x4 237 0 21 014 5.912 y 23 21 479-41556.1.6811-3.076 1• 142-1 130 min .004 27 •009- - 21 -.005 15 -1.3056.5 13 1.148e-4 21 .74134e-5 25 27 M36 L3x3x4 241_ , D 21 013 5,912 y . 23 21 479 46 056;688:3.3212 .H2.1: 131 N66 max .04 21 002 - 27 ; 1.18 23 8 031e-5.27 -1 406e-5 15 5 984e-5 13 28 M37 L3x3x4 .167 0 23 .013 11.823 z 23 21 47145.656 1 688 2.975_1., 1 an 132 m 004 13 -.01 21 -.005 15 4.6$9e•6 13 .1.317e4 21 -9.417e-5 25 29 M38 L3x344 ,010 33,321_ 21 .008 5.13 - z 21 2604.46 656 1 6883 756 2 142-1. 133 7467 max .04 21 001 27 •118123 6668e-5.27 -141345 15 5794e•5 73 30 ,M39 L3 9.1. -096_ 1 1.21. 21 , 009 -_ 0 2 , 21 32552466961. 5e2 -1 134 mm 004 13 -0 1 2 21 -.004 1 5.-5.5964.5 21 -1312e-4 21 •1438.-. 25 ;Al • M 4 0 L3x3x4......_,088 3:9 9, 23 __8Q2_- 0 _a 13. 11 315 46 656 i_6g4 3 212 1 H�2.1 135 N68 max .043 21 . 003 27-_ _1.18 23_4.904e-5;27 -15544'5 15 4.8154-5.13 132 M41 L3x3x4 i .019 5.383 23 002 rS-363 z - 21 1774414,0441.888'3.4381- 112-1 136 min .004 : 1.3 .. :011-.27___..004_ 151-8.69e-5_21,-1 32214 �1 16851.4.21. 133 __ 2._ ,L3x3x4� __038- .2.6731 23,_�Al_ 54¢, z. , 23 2t 10846886 1,698;.x,324± H2-1 137 189 max .035 21 _ 002 25 _ 1172 x4i,21N8e-5.15 1.398e-6;27 1 626.-4 i 27 ' 34 M44 HSS$x4441 •017 5.211F 15 .009 1529 • y • 15 1771.,216.9.26.719 45 5652 t2N1•te -tom- •min .003 27 -011 23 I -009 121 -3.17e-4 27 -1541.-511 4-S',-2i 35 M45 L3x3x4! .005 81 23 001 It z 9,3 ?691+-416861 888 3.7561 H2•1 139 N70 max. 934 21 - -.004 27_� 1.18 T 37e-4 23 •6.691.•6 1517.187*-5 33 t 134 36 . M4� ilsra.4r1.-4.006 . Ssst 21 . _ Q02-_5.26'•Y_L,2i_ 1.74 e_sib a xi,4.s 8475 .N1.1s 140 'mm .002 27 -.011 21 -_OM 15 11.157e-5 13 -1.18e-4 21 i.4.6116.6125 37 M47 31655.1.4 _,016 ! 0 ...____21 _08 '�_g__al.2128.,.161 26 71945 665-1 Nt-16 141 N71 max 04 21 0__. 27 1,181 8,475e-5.27 -141845 15'6,0535_5131 39 MOB 831,+4x1 ] .003 1.4771 23 , _003-1 220 i V i 23 223.0...246.` 26719i5�57 .Ni-1_ 142 min .004 13 -.013 21 , .00.4_41,65.41_670-5 21.-13� 21 •1.475.-4:25 39 1.149 1sse,4x4 .004 0 - 23 _A,4, 0 y 15 1953 2169 26719.55653 r7-is 143 N72 max 042_ 21 _Q1 27 _ 1.154_ 8 759e-5.27 -1 832e-5 27 -I 19444 13_; 40 • 4450 Mt 8a4x4 .099 7.6041 15 026 t 711041 y [ 15 141.21216 9 25 719 45 ee5 f Ht-tti 144 min 006 27 -.017 21 115'-6 978e-5 t 3 .1 626.4 21 -4.686-4'2i 141 M51 08x4x4 -- OS� 1.5 18 10 2019 .2189 2E 7•.5 458651 87.10 145 N73 max 045 21 .DOB 27 1.184;23 2 203e-4 21 -2 312e-5 27 .1 151e-4 13 423 8432_. 3 x4_ -.1]5_-� 0-121 _004 '11. .z ' 23_:43,552:44656.1.688.3.4,9:1_ - 1. 148 min .006 27 -.015 21 -.005 115 6,303e-5 13 -1 1334-4 21 •3.796.4 21 43 M54 aii4xa 184 '1.737 i 27 I .087_;1,x_y x__25 2413 .255.4 3,13.513oi 1 Ht-ID 147 7174 max .044 21 _Q. . 25 1 183 :23.7.706e-5 27 -2643e-5 27 -9',4e-5 13 44 P.455 80.110+4., 093 11191 23 • _076 i 0 • a 23 2370.2939447-37'81472. 14111 148. min. .QQt . It .. 1027- : 23 -.007_421,_..1.929-.3.13 -1,36-4 21.•3 95214 21 _45 . .m.5§.. .115510,06.; . ..01,,_--13 1_15_- 013 j2•.�y 7 55 271 1 .203 94 47.8781 42.1 441.18- 149 N75 max- 044 21 -009. _ 27 1.186 i 23,9.92e-5 27 -1 95e-5 27 •1 2164-4.13 46 M57 HBefmii. .135 1.7191 23 .064 1 0 y ' 23 2570..28334 4'(87 tat 42 4 HM-AD 150 min .006 27 X917 21 -.005 15__-t_@5�5 13 1411.-4 t -4.60444 21 _��4g7 . M58 16310x6 .0399 74189' 15_- 054- :3514 y 45 2711 .293 6447.87 81 42,1 81.18 151 N76 max: ,012 21 -.002 25 . 732 23.1 015e-2 23 2 044e-4 27 -3542,-5 27 1�- . M59.___L3x3x4, _021'T3.023-:.21 - .002 . Q. • Z. - 22 20.751 46 656 1.8813244 1 .42-1 152_i min 0 ' 27 •.003 23 -.005 15 •64964.5 15 -11644.5 21 -1728,-4 21 . 49_ M60 -4S54m6x4 .451, :1,609. 3.3 150 0_ _.3,13_1870 121,9.35.4-386.429.1141•,5 153 N77 max .016 21 0 __21_.__.715 23 1 023e-2,23 18925-4 27 -22.645 27, '_50 Mat L3x3x4' .223_ 11.2971 27 002 0 a 23 .77---5--3'4143 1.881L3 1-4,2.1 154 ,,min. .001 13 - -,002 J3- ..---_,..M._..IS 4 27545.15 •7 111,-5 21 •1.7344.4.21.. 51 ,_-M62, __0103.4 3 1.1.49. -23 - 001 2 475..Y 1. 40 731 46 656 1.888.3 756 312.1. 155 4178 'max_ .033 27 27___1,18 23_.7 347e-4 23 64ne-3 158,9418-513.,1 52 M63 H8818i4x4i -004 11.8321 21 .003 314 v 21 213.1_:2189.38 64 36,64 1 741715 156 min 002 27 i -.011 21 i -005 11519.0626.6 13 .1-1624-4 21 •47;37h3 25 53 464 .L3e3x4 .163, 1,1.00.23 -. 013 11 823 z _ 2;_21 476 466661 6882.647 1-„10.1, 157 N79 -max. .007 :.-21 0001 .2155 t .70 _7.075,-2.23 -4.77504 131`!- 54 . M.`85 L.lx3x4 f 179 73.4781.23 .-..024 .11.823,_z Z5 24701 256414.1t�•2Tt 1_t-1 158 min 0 27 13 •8018,-6itS`•1.tgTi►a-21 - 21 55 . .tom H86e,mM p35 3', 18, 23_-_ -024 S.St6_-y ..73 2470. 2554 48;1�SB_S6�n._N1.fe $6.: 14407______ 1 .AZQ___Ti.Q78F21 . .013 . 0 y ' 2'1- .a..2sa4,45.10 1 .I,.an•id RISA-30 Version 13 0.0 [G:1..l..\..L..1...\..kAgilyx Feed Pre Melt_Rev_7.23-ColumnShift.r3d) Page 21 RISA-30 Version 13 0,0 (G:t,.,L..1...1._l.1..tAgilyx_Feed-Pre_Meil_Rev_7 23 ColumnShifl r3d1 Page 22 r C • r,. Company Jacobs Ertgineenng Jury 23.2015 ry •,��'�� Jsb Nr.m SKJ Nember 25PW3C11 Checked By KG , mode!dame Feed Pre Mell Envelope A(SC 14th(360-10):LRFD Steel Code Checks(Continued) Member Shape Code Chest_tgc(11(, LC Etlar, p]' dr L .T ym=1p.Ce can 67 M68 jHSSex64i 034 .888. 21 ,0$8_._.0 y i•.. 4.,4�1��551053 M1.1�o 56 M69 ;HSSe,6;ei .007 :3.773 21 .003 5,75;x_21_2419.2554-45.18 s6.�a51 KM 59 M70 oISSSx6.4 060 '3.534 ..R1 , .030 4.3724_y •_..21 241s.255.4 45 18 583052IIMt•� M71 L3x3x4 .028 .12,704 21 .,_.0Q3— 5,1W y� 23_74 407 45.655 1.688 3.33.1,1 _}Q-1: 61 M70A t4ssex6.4. 062 3.516, 211_.019 . 0 _ y _21 232 9 255 4 45 18 50 205 1 I.1s! 62 dd70S HSSSa4x4 .001 x-525 21 .006 0 1 v 21 2159 216.9 26719456551 _HI.te 83 M71A •55944,4. 001 1.19 Z . .002 - 2 38, y_ - 212126 2169 26719456851 .11.1e 64 M72 HSS6e4d -001 . .458 . j1 -, .002 0 y 21 2161 219.9 26719458651. 111-1e RISA-3D Version 1300 [G:1..1._1...5...1...1...Vkgilyx Feed Pre Melt Rev 7.23 ColumnShift.r3dj Page 23 W� itk �5 PtiJ 3 C/A JACOBS Subject Project $(sie. P1t.lt , S'al?.. Sheet No. 326 of Authored by SKI- Date 7`=3L,S Checked by __ Date _____ _ __ ,t 1.5 -#yp ( la a. No „o sc.61c, ' T 3%s rfP '‘- • \.\>\ 0?j V L= S ] 1 1 ' ti 3 ,-<-3 — 1,5 i�,S z Q.IZ 10.-:-. Li.;y„ ` S" OK /►! • elemoA arse, - 5,5" PILI : 5a5'‘ \ ( d-`a ) : a-1 D- 4-4A r r ,- g0,`466) + -: PA2)(4} 14-tei ,2 9 , (t.pt,00.30 1 L ■ Subject jti�(t Proect PW 3a>\ `" _ - j J/�C4 BS^ AnC.41u1. Sheet Nc 3 3 . of Authored by SK5 _ Date _1/33/1 Checked by Date Ar\C,64t , 1,tk: , r De In ` Lolw>^n a.nckovtyt. klas Por mar. {en6;.k. of 5.9 14. . ( h'tyhIi jhieti in PA( 14- 0.f {t 0,34_ IV7 Cshji.r, r Sa� 1.4.44,1 V�1GwJ.� &v . ek.ic z425 czr Curled br 1141161 aid sit A prev ►^ .. CtS-1,,-1 c ►k(0",5 Por cuu-LA iyG S1ta,e.r. gM 6114Afkili affricked 41ldTf peoCiS I�n(,�ol` Pe (+. • _ 1 a n , 39 1■■11`171 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. 25PW3011 Phone I Fax I Date: 7/23/2015 E-Mail: Specifier's comments: 1 Input data .4 ruin" F Anchor type and diameter. HIT-HY 200+HAS B7 3/4 Effective embedment depth: her,,a=8.000 in.(hef.i„it=-in.) 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;eb=1.500 in.;t=0.750 in. Hilti Grout:CB-G EG,epoxy,f,o„w=14939 psi Anchor plate: Ix x lr 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,f,'=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,0,E,or F) yes(D.3.3.5) Geometry]in.]&Loading[lb,In.lb] Z it .r n 9 o �. •, v --------i— . ,.........„----- -, .,- ' '`.: ' : .x.. `\\ ,,„, oa r' � ' h_�. 0/ ' b . • x Input data and results must be checked for agreement with the existing conditions and for plausibility! _ PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Schoen Milli is a registered Trademark of Hilti AG.Schaen • 0 s 1 1•411111.M1 www.hiltl.us Profis Anchor 2.5.5 Company: 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-Mail: 2 Load case/Resulting anchor forces Load case:Design loads (_)3 ( )4 ny Anchor reactions[lb] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shea r force x Shear force y 1 1365 874 660 573 2 1365 874 660 573 0-- 3 1365 874 660 573 Tension 4 1365 874 660 573 max.concrete compressive strain: -(%e) max.concrete compressive stress: -[psi] resulting tension force in(x/y)=(0.000/0.000): 5460[lb] resulting compression force in(x/y)=(0.000/0.000):0[lb] L)1 ( )2 3 Tension load Load Na,[lb] Capacity�N [lb] Utilization pN=N,,,/4,N„ Status Steel Strength' 1365 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 N„ =ESR value refer to ICC-ES ESR-3187 Nslael2 Na, ACI 318-08 Eq.(D-1) Variables AA 1 1 Ass,N[in•2] fu11 1 X33 125000 Calculations N5,[lb] _ 41810 Results Nsa[lb] Oslaet Nse[lb] Naa[lb] - 41810 0.750 31357 1365 Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor I c)20032009 Hiltl AG,FL-9494 Schaan Hilli is a registered Trademark of Hilti AG,Schaan . p a 1 36 1.111111.111111.11 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 Nay = (AN-7,0) N c2 Wec,, a We ,Na Wed,Na Wcp.Na Nb. ACI 318-11 Eq.(0-19) 4,Nay 2 Nua ACI 318-11 Table D.4.1.1 ANa =see ACI 318-11,Part D.5.5.1,Fig.RD.5.5.1(b) AN.o =(2 c 02 ACI 318-11 Eq.(D-20) cNa =10 da to 0 ACI 318-11 Eq.(D-21) 110 1 Wec,Na= ( T )s 1.0 ACI 318-11 Eq.(D-23) ca. Wed,Na=0.7+0.3(cc«a a--p°")5 1.0 ACI 318-11 Eq.(D-25) Wcp.Na=MAX(cam Z-a')5 1,0 ACI 318-11 Eq.(D-27) Cm 6c Nb. =as•ta,c'nN,sels•xbund•n'da'her ACI 318-11 Eq.(D-22) Variables t.,..,..[psi] da(in.] hal(in.] c„,„,„,[in.] t1,.(Psi]- • 1701 . —---T r.79:1 ENO— 36.000 962 ec,,N lin.) ea.N(in.] c.[In.) K.e.nd as r ..r. O OZO 0.000 20.152- 1.00 1.000 0 Calculations cNa[in.] AN.(in?) ANao(i ii.2[ Wad N. 53M 759.05 - 344'74 1.080 41ec1,NI 1.1ec2,Na 11/cp,N. Nba fib] 1.000 1.000 1.000 14512 Results Nap[lb] Mond A..... pn.nduniw.--__ $Nag[lb] Nu,[lb] —31991— 0.650 0.750 1.006 15596 5460 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilk AG,FL-9494 Schaan Hlti is a registered Trademark of Milli AG,Schaan - • • . I 37 NI` •I www.hilti.us Profis Anchor 2.5.5 Company: Jacobs Engineering Page: 4 Specifier: Project: Agityx Feed Pre Melt Address: Sub-Project I Pos.No. 25PW3011 Phone I Fax: ] Date: 7/23/2015 E-Mail: 3.3 Concrete Breakout Strength Ncbg = (A )11rec,N llled,N 1Nc,N 11co,N NO ACI 318-08 Eq.(D-5) ANCO NCb92 Nu, ACI 318-08 Eq.(0-1) ANC see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANCO =9 h:r ACI 318-08 Eq. (D-6) 1 ,Vec.■ = (2eN}s 1.0 ACI 318-08 Eq.(D-9) 311.1 tyed,N =0.7+0.3(cB—="tf)<_1.0 ACI 318-08 Eq.(D-11) 1.5h°, tVcp,N =MAX( 1 Cu`r)5 1.0 ACI 318-08 Eq.(D-13) CMC Nb =kc .k his ACI 318-08 Eq.(0-7) Variables her fin.! ec,.N[in.] eaN[in.] c°,mn[in.] Wc.N 8.000 0.000- 0.006 36.000 1.000 cec[in.] kc A tc[Psi] 20.132 17 1 3000 Calculations AN.[in.2) ANco[in.2] tyecl,N 111er2,N Ved,N Nb[lb] 1089.00 576.00 1.000 1.000 1.000 1.000 2-1-0 — Results ww Ncbg[lb] Oconcrete Osetsmic rnonductAe Nwy[lb] Nue[lb] 39834 0.650 0.750 T00U -19419 5460 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilts AG,FL-9494 Schaan Hilti is a registered Trademark of Hdti AG,Schwan a • • 1 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 Date: 7/23/2015 E-Mail: 4 Shear load Load V„,[lb) Capacity 4FV„Pb) Utilization�„=V„./fV„ Status Sleet Strength' -811 ... 0131 — _10 Ok.. Steel failure(with lever arm)* 874 2262 39 OK 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 Vs. =Olv,seis(n 0.6 Ase,v fula) refer to ICC-ES ESR-3187 $Vate.f z V,,. ACI 318-08 Eq.(D-2) Variables n Ase.v[in.2l fr„a(Psi] ay.ses (n 0.6 Ase.v fut.)(lb) 1 0.33 125000 0.700 25085--- Calculations Vs.[lb] 17560 . Results • Vs.[lb] +steel 4e0 0 Vse[lb] Vua[lb] 17560 0.650 0.800 9131 874 4.2 Steel failure(with lever arm) VM =c`"" Ms bending equation for stand-off Lb Ms =Nib;(1 -`N° resultant flexural resistance of anchor M; =(1.2)(S)(fm ni.) characteristic flexural resistance of anchor (1- N°) reduction for tensile force acting simultaneously with a shear force on the anchor S =n32)3 elastic section modulus of anchor bolt at concrete surface Lb =z+(n)(de) internal lever arm adjusted for spatting of the surface concrete (V 1 z V,,, ACI 318-08 Eq.(D-2) Variables aM __ tu, IPSi) Nu.[Ib1 — 4,N„[lb] — z[in.] n do[in.) '22.(l0 125000 1365 31357 1.875 0.500 0.7 Calculations N°. Ma[in.lb[ — (1 Ns,) _ Ms[in.ib) Lb[in.) 4093.647 0166- 3915.449 2.250 Results V°lib) 14slael --- 41\44 Ilbl _Vun[lb] 3480 0.650 2262 874 • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor I c)2003-2009 HrII AG,FL-9494 Schaan HO is a registered Trademark of Hilti AG,Schaan - L a m >. ) In*IIIairI www.hilti.us Profis Anchor 2.5.5 Company: Jacobs Engineering Page: 6 Specifier: Project: Agilyx Feed Pre Melt Address: Sub-Project I Pos.No: 25PW3011 Phone I Fax I Date: 7/23/2015 E-Mail: 4.3 Pryout Strength(Bond Strength controls) = Vcp9 14p[(ANaa)Weci.Na i/ed,N.4/ed,Na Ww.Na Nba] ACI 318-11 Eq.(D-41) 4,Vem,2 V„a ACI 318-11 Table(D.4.1.1) AN. see ACI 318-11,Part D.5.5.1,Fig.RD.5,5.1(b) ANao =(2 cNa)2 ACI 318-11 Eq.(D-20) CNa =10 de ;100 ACI 318-11 Eq.(D-21) 1 Wec.Na 1( :JN)<_1.0 ACI 318-11 Eq.(D-23) Gr. Wed.Na=0.7+0.3 CZ”)5 1.0 ACI 318-11 Eq.(D-25) �c Ww,N.=MAX(i""" GCac±!)5 1.0 ACI 318-11 Eq.(D-27) Cac Nba =as'Tk,c'aN,seh•Kbond'rt'da'hel ACI 318-11 Eq.(D-22) Variables ^co Tk,c,uner[Psi] da[in.] hat(In.] ca,,t,k,[in.] nix[psi] -2— 1701 0.750 — —87000 36.000 962- ect,N[in.] ec$N[in.] cac tin.) Kbond __ _ X. U.NSen 0.000 0.000 20. 3/ 1.00 1.000 0.800 Calculations CNa[in.] AN„[MI ANao lin.2) 1J/ad,Na 91284 759.95 344.74 1.000 y/ecl.N. lJec2,N• ■l/cp,Na Nba[lb] 1.000 11600 1.000.. .. 14512 _ Results Vqg[lb] Qwnc ele Isemn. Itnonducule +V [lb] _ V.[lb] 63983 0.700 0.750 1.000 3 3495 ` Input data and results must be checked for agreement*nth the existing conditions and for plausifei ty! _ . PROFIS Anchor(c)2003.2009 FW(i AG.FL-9494 Schaan tub is a rag stered Trademark of t-Wit AG,Schaan • I{ 11111`TI • 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: [ Date: 7/23/2015 E-Mail • 4.4 Concrete edge failure in direction x+ Av Vcbb =( WecV Wed,V Wcv\I/b,V Wparallel,V Vb ACI 318-08 Eq.(D-22) V, 2 Vb. ACI 318-08 Eq.(D-2) Avc see ACI 318-08,Pail 0.6.2.1,Fig.RD.6.2.1(b) Awe =4.5 c;, ACI 318-08 Eq.(D-23) 1 \ Wac v = (1 2e2e,)5 1.0 ACI 318-08 Eq.(D-26) 3ca, Wed,v =0.7+0.3(1 5 1.0 ACI 318-08 Eq.(D-28) Wb,v = — -2 1.0 AC1 318-08 Eq.(D-29) Vb = (7(k)os,)]�f cal;s ACI 318-08 Eq.(D-24) a Variables cm[in.] cat[in.] ec,[in.] Wc,v ha[in.] X4.000 36.000 0.000 1.000 10.000 I,[in.] da[in.) tr[psi] t(lperatlel,V 6.000 1.000 0.750 3000 1.000 Calculations Avc(in.21 Avo[in.21 W«,v Y,ed.v +yb v Vb I1131 1-3i0.00 2592.00 1.000 "� ._. 1.897 59'173 Results _Nebo[lb) ltcona,ele 4'seismlc •_nonductile Q_ Vchg[lb] Voa[lb] 35085 0.700 0.750 1.000- 1842-0- 3495 5 Combined tension and shear loads • [IN r3v Utilization ON,V[%) Status x.350 a386 5/3 3 OK ONV= +Pz<=1 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c 1 2003.2009 Hdti AG.FL-9494 Schaan RIO is a registered Trademark of Hilti AG,Schaan e • r 1 71 NI`TI 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<A 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,D,E or F is given in ACI 318-08 Appendix D,Part D.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 D.3.3.4 and D.3.3.5,the minimum design strength of the anchors shall be multiplied by a reduction factor per 0.3.3.6. 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 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"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(0„„„d„,,,ile)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 =1.0 as a means of satisfying ACI 318-08,Part 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 mast be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hid AG FL-9494 Schaan Hiltt is a registered Trademark of Hilti AG Schaan I1411`TI ' 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:d,=0.813 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 • - - 8 O Q4 0 0 O O ._ • ,x • - p O O 01 0 2 o. \\ , t 1.500 9.000 1.500 Coordinates Anchor in. Anchor x y c., c„ e, c,�, 1 -4.500 -4.500 36.000 45 000 36. 00 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 condtions and for plausibility' PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Schaan Hilu is a registered Trademark of Hilli AG,Schaan 1.13 www.hinl.us Profis Anchor 2.5.5 • Company: Jacobs Engineering Page: 10 Specifier: Project: Agilyx Feed Pre Melt Address: Sub-Project I Pos.No.: 25PW3011 Phone I Fax: i Date: 7/23/2015 E-Mail • 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor I c 1 2003-2000 Hilti AG FL-9494 Schaan 11411 is a registered Trademark of Hilt!AG Schaan