Loading...
Specifications 75,1-i sw Holrz.17<rr RECEIVED ,JACOBS OCT 5 291! CITY OF TIGAtD BUILDING DIVISION STRUCTURAL CALCULATIONS for AG I LYX Tigard, OR PIPE SUPPORTS JE Project No. 25PW3013 October 05, 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. Curt R. LaCount, P.E. . I CT c4,4 14 :1 )0 4c. wy1 REG , a 25,' R. 1_A GO JACOBS ENGINEERING I EXPIRATION DATE:T2 31[�(b 5005 SW Meadows Road, Suite 100 Lake Oswego, OR 97035 4. JACOBS Page CALCULATION SHEET of PROJECT NO.: 25PW3013 CLIENT: Agilyx CALC. NO: REV. NO.: 0 PROJECT: Pipe Supports ORIGINATOR: CRL DATE: 10-05-15 TITLE: Calculations CHECKED BY: KG DATE: 10-05-15 Table of Contents: Pages 1. Introduction 1 2. Pipe Loads 2 — 3 3. Individual Pipe Supports 4 - 7 3. Hot Air Burner Frame 8 — 14 4. Quench Tower Frame 15 — 20 Introduction: This design is for pipe supports with loads derived from a pipe stress analysis. Many of the supports are connected to existing steel framing. The design shows that the new and existing framing is acceptable and in accordance with the 2014 Oregon Structural Specialty Code (OSSC). Because the load effects due to temperature are an outcome of the operation of the process system, the loads are considered to be at a service load level. t 'vx " 'W3013 Agilyx Pipe Supports Support E-W Vert N -S Mark Node EL Shoe Spring Elevation X Y Z Hanger Remarks CL Pipe PRU to Quench PS- N ? vertical pipe PS-6 N1070 119-0 6 22.5 16.625 0 701 0 98, 8, F guide with .125" gap PS-5 N1080 119-0 6 22.5 16.625 0 700 0 98, 8, F guide with .125" gap PS- N 114-10 ? ? 14.833 ? 0 ? vertical pipe Hot Air Burner to Quench PS- N2770 114-6 6 0 14.5 0 0 3400 Stop with no gap PS-2 N2630 119-0 6 10.31 17.641 0 100 0 B-268, 1, F Guide with 1.5" gap PS-3 N2590 119-0 6 19.63 16.865 0 480 0 98, 6, F PS- N2520 118 6 0 118 500 0 1200 none .125" gap E/W, .375" gap N/S PRU to vent Existing N eave Existing N2220 116-7.625 120 1100 350 Existing 4"exhaust air @ wall PS- N2076 117-7.625 6 0 17.135 0 480 0 solid vertical support PS-9 N2060 117-7.625 6 9.438 16.354 0 90 0 B-268, 0, F PS-7 N2030 117-7.625 6 19.44 15.516 350 320 0 98, 5, F PS- ? ? 6 0 ? ? ? ? Stop with 0 gap west side �J 09/03/15 __ ` -TA .-.1.---PS-.(oTh ":,/ 5HAot:RTI:1:004(:),PLS 2.Frc./.,Cru,:.42:16Ertles:".1%E 5-TYPE F ) 5' 1-N' co5C:Limi.o,A6-5:Pl,P4314:r9 ir•s\'1/PIPE STc? \''\\:' .5°°Pikrite&Atit*2) :4'7°58 tIt4s/a0k0 IL, 4 '4%,(-4 $07/.0At):91.5 1Ss. sTRINI(7suPPeR1- 40 ,tor ON tr )11100 . -. . L ' Nvik.t■T'1.1(02: Li P ) 6 der i SKINC.".5,-)PFt51)."r" ( iti, , 6PR Iv4c7 so ANVIL EFS Fic,QRE ; , , 9 6 1 z 5 4)'''''Y'PE f ( '.'• It 4. E. ■ gsN ztellSo x . \L----%-1.4 112..c„c) TEs , i\R sizeilib---- :,,, z printed: 08/27/15 17:13:34 moder;ffa:-G-ASC:PMIFER-LINE-2015.08.25_OPT_5 COLD LOADS Subject Pt Re Project 2--5-191A 13-013 JACOBS sioPPorzT5 Sheet No. of ID Authored by 6'12- -- Date 9//5. Checked by Date P5-9 NJ -1-o(00 + c-) i Iv5 , =-- fe15110c. \l/ -7 V =74- 0 /11.s x 2. 111 - r---- 1042 A- 1195 2%2)i 51 4...tf 4'C°9 i'v 3 -X V., --- -15(1--)A Ti \ri- 7 — esc -2, 0,9 (0, ,,e, )4 '3Cox , 311-S/Z-14,1o7 ! 1 ... ci I r • 1 !I \ ! I J- _if_ r\ ___ 1 i - - FrV— it 17,-. 11` v 1---= t2isi R' (>'). \Pit-1-40 4' -h% /1/412.e-, A e1-; 1 11.,P, Subject PI P Project ` r•J 501.3 JACOBS P f°P-TS Sheet No. of W Authored by G Date 1(c31/1 Checked by Dale t■,‘ (2-19 px co ! (9-s � = � w 16i Q z [ o , -l. c +" 344,0 x ?X (4., 3 / i z �� ► i bg . IVI-- _ - 2 Vjjl742. 5-r 32oXI,17 4 -9 i:1 I2- i U S -H 9 3 4)< 4 )4. 1/4- r1/10 t o (61k- M I4 -ro 1-1-55 cor.J t`a Ril o 7. Gg 14 M . . Stippo)--671Kl 151•A AM = jolt Ibsx 1, 241 --7(.04- -P -1195 , 1445 67(4 x (A Mb) ; - Mw ` d, 3 x /12,,,( 1, [0-7 A/ 3,976 Df 2 l l rj �i� �Ni �f Page (Y of Rectangular HSS Out-of-Plane Moment Connections in T Joints Chord B= 4 in. Width of member H= 4 in. Height of Member t= 0.25 in. Nominal Wall thickness Qf= 1.00 Chord-stress interaction parameter Branch Bb= 4 in. Width of member Hb= 4 in. Height of Member tb= 0.25 in. Nominal Wall thickness Zb= 4.69 Plastic section modulus Fy= 46 ksi Yield Strength n= 1.00 Load Length Parameter 13= 1.00 Width ratio beoi= 2.5 OM„= NA ft.-kips Chord wall plastification cM„= 17.33 ft.-kips Sidewall local yielding ci)Mn= 16.13 ft.-kips Uneven load distribution cl)Mn= 11.38 ft.-kips Chord distortional failure M„/f2= NA ft.-kips Chord wall plastification WO= 11.56 ft.-kips Sidewall local yielding M„/S)= 10.74 ft.-kips Uneven load distribution Mn/Q= 7.59 ft.-kips Chord distortional failure cDM„= 11.38 ft.-kips M„/i2= 7.59 ft.-kips Moment capacity is calculated using effective member thicknesses. 10/1/2015 Subject PI PE Project I9W 510 13 JACOBS Sheet No 1 of 1'0 Authored by . Pt' Date ./ Checked by Date -z 4/30 W 4-eo 940 ' RoTH- 4x 4 )414- e - 14 ;s Comti ok- f2 M q9- I II" .Y P)/ 4400..fr N31 N6 N22 1.44 NI N16 N20 N12 4413 An N18 4414 �19 442 •10 443 r, 4 SK- 1 CRL Agilyx Hot Air Burner Frame Oct 1, 2015 at 4:10 PM 25PW3013 Hot Air Burner Frame.r3d P. _...... _._ _... _ .wry n 4 01• M7 4111 loppo. 2 � ■15 419 4170 t� b v � x SK-2 CRL Agilyx Hot Air Burner Frame Oct 1, 2015 at 4:12 PM 25PW3013 Hot Air Burner Frame.r3d z •x -.7k -.1k 40Iboo. N31 N6 • Ai a N22 N16 N20 N12 13 1 N18 • 4414 > 9 412 10 413 4 Loads:BLC 1,N2770 SK-3 CRL Agilyx Hot Air Burner Frame Oct 1, 2015 at 4:12 PM 25PW3013 Hot Air Burner Frame.r3d Company Oct 2,2015 Company Oct 2,2015 '',R S Des ner CRL Oeu ear CRL Job Number 25PW3013■_'va Model Name Ag lyx Hot Air Burner Frame Checked B. R�SA r10051 Name Agilyx Hal Au Burner Frame Checked By Global Global,Continued Display Sections for Member Cates 5 Seismic Code ASCE 7-10 Max Internal Sections for Member Cates 97 ..I Seismic Base Elevation(ft) Not Entered Include Shear Deformation? Yes Add Base Weight? Yes .Increase Nailing Capacity for Wind? Yes -� 'Ct X .02 I Include Warping? Yes C1Z ,02 ;Trans Load 8twn Intersecting Wood Wait?.Yes _J T X(sec) _ Not Entered Area Load Mesh(in"2) 144 I Z(sec) ,Not Entered `Merge Tolerance(n) 12 _1 R X 3 P-Delta Analysis Tolerance 0.50% R Z 3 !include P-Delta for Wass? Yes __I 'Ct Exp.X .75 Automatically Iterate Stiffness for Walls? Yes Ct Exp.Z 75 -- :Max Iterations for Wall Stiffness ,3 SDI 1 Gravity Acceleratwn1lt/sec"2) _ 32.2 . .,., SOS t ;Wall Mesh Size(In) .- . .24 S1 1 Eigensolution Convergence Tot.(1.E-) 4 Ti(see.) 5 -Vertical Axis Y I Risk Cat I or II -- v r4lobal Member Orientation Plane XZ Om Z 1 !Static Solver .-Sparse Accelerated I Om X 1 DrynamcSolver Accelerated Solver Rho Z 1 Rho X 1 I Hot Rolled Steel C ode AISC 1491(360.10)_ASO ,Adlust Stiffness? Yes(Teu=1.0) RISAConnection Code ,AISC 1451(380.10):ASD. Hot Rolled Steel Properties Cold Formed Steel Code AISI S100 t2: D I taut Elks,' o[wtl Na norm 01E Osnaay(un ell Ry Fu1xy RI .Wood Code AFdPA NOS-12:A D 1 2 Wood Temperature <100E 1 , A36 Gr.36 29000 11154 . .3 .44- : .49 1.5 58 Concrete Code ACI 318-11 I 2 A572 A992 ".r: - < ' !Mason ryCode AC1530-13_ASD ++ 3 A992 29000 11154 _ .3 65 49 30 4 t 65 1.1 4 .A500 Gr.42 . 29000 , 11154 .3 ! 45. 48- Aluminum Code AA ADMi 10:ASD-Building ; ._....._42 1.4 58 1.3_ I 5 A500 Gr.46 29000 11154 .3 85 .49 48 1.4 58 1.3 .Number of Shear Regions ,4 IRegtoa Spacing Increment(in) .,4_ Hot Rolled Steel Section Sets Biaxial Column Method Exact Integration ;Pantie Beta Factor(-PCA) .65 I Label Snap. Type Design list Magna Design Rug_ A giRl Iyy tog l25 lard J.1 4l 'Concrete Stress Block :Rectangular 1 Col :HSS4x4x4 Column SouanTu5.!ASOO Dr 46 Typical , 9,37 78, 7.9 , 128 Use Cracked ed_Sections? Yes 2 !.._Deem ;11S54x4x4. Seem sousr.Tube'A500Sr46: Typical ;._337_: 7.8: 7.8 : _121 ) Use Cracked Sections Slab? Yes _I ,Bad Framing Warnings? No Unused Force Warnings? Yes Joint Coordinates and Temperatures Min 1 Bar Diem SBA n ? ;_No Lanai x tnl Y[nl __4(11_ Temp Deign 1F) Oetn From()tap 9_ Concrete Reber Set REBAR_S ASTMA615 1 Ni 83 5.33 .67 0 Min%Steel for Column .1 - I 2 _ N2 ' 5.17 5 33 17 -.0. Max%Steel for Column 8 3 N3 .5 0 4.33 0 4 . N4 5.5 0 ._4.33__ 0 5 , N5 .83 16.58 .57 0 -§-------._NB 517.__ 16.55 ' .87 0 7 N7 5 16.58 4.33 , 0. 8 N8 5.5_ 1515 4.33 0 9 N9 .5 5.33 4.33 0, 10 . N1Q_ . s._. _5.5 5.33 ! 4.33 ._. 0_ 11 N11 .83 9 66 .87 0. . _12_,_. N12 5.17 100 .67 0 ' 13 N13 .83_ 5.33 -1.91 0 14 N14 5.17 _ 5 33 -1.91 0 15 , N15 .83 9.66 -1.91 0, 16 , t91t3 5,17 966 -1.9.5 j. 17 Nil 5 942 4.33 0. RISA-30 Version 13 0.1 [I:\Agilyx\25PW3013\Engr\Structural\HotAir Burr er Frame.r3d] Page 1 RISA-3D Version 13.0 1 [I Wgilyx\25PW3013\Engr\Structural\Hot Air Burner Frame.r3d1 I Page 2 IIIRISA D r CRL Oct 2,2015 ,IIRISA Model CRL OU2,2015 .727.b- 25PYV3013 Checked By:_ Job Number 25PW3013 Model Name Agiyx Hot Ak Burner Frame Checked By:_ Agiyx F1d Ak Bum*Frans Joint Coordinates and Temperatures(Continued) Member Primary Data(Continued) Label X let Y 011 Z Iel Tamp IFl_ D*ach From Orap Label i Joint J Joint K Joni Rotate( Secbonshape Type Deign Llel Material Damgn Rums 18 , N18 5.5 9.42 4.33 0 23 M23 N30 N32 beam Beam SquamTube A1065 A500 Gr.46 Typical 19 . N19 .83 9.66 -.33 0 24_. M24. 1132 . N29 . . beam :Beam-SquasTubsA10e5. A500Gr.46 . Typical ■a' ' 25 M25 N34 N33 beam Beam SquaraTube At0e5 A500 Gr 48 Typical 21 - N21 .83 14.33 .67 22 - N22 . 5.17 14.33 ,67 . 23 N23 5.5 14.33 4.33 Joint Loads and Enforced Displacements(BLC 1:N2770) 24 . N24 5. 14.33_ 4.33.. Job*Label L.D.M _ 0_keclion MagMtgeuk.k•0?,(n.ry10j-(k•S^241 25 , N25 83 14.33 4.33 1 N35 L I_ X. 3.4 26 N2.5_- _5.17___.__-14.33 413 , 27 . N27 .83 16.58 4.33 X28 N28 517 2.8 5$ 4,33 Member Point Loads(BLC 1:N2770) 29 N29 0 76.58 4.33 Yes .30... N30 .63. . 16.58 .0 Q Member Label Dkecli n _. Magnkude(k,k-1) Locabonln,%J 31 N31 5.17 16.58 0 0 1 M24 Y _ -.1 1.67 32 N32 Q. 15 : t r .2 M23 Y I -.7 .87 33 . N33 283 14 33 .67 0 34 N34 2.83 14.33 4.33 0 35 N35 2.83 14.33 2.91 0 Basic Load Cases BLC Deacrption category__ X Gravity Y Crawly 2 Gravity Joni Point Drslnbr4edArea(Me Surface( 1 N2770 None 1 2 Joint Boundary Conditions 2 N2830 None _ Join Lapel X(kepi Y(kwml Z purl X Rot Ik-Nradl Y Rot[k-etradJ Z Rot.(k•tVrad) Footing 3 N1070 None 1 Ni Reaction Reaction , Reaction 4 . sett weight 01. -1 I 2 N2 Reaction Reaction Reaction _J 3 N3 Reaction Reaction - Reaction . 4 N4 Reaction _Reaction • Reaction . I Load Combinations 5 N9 Reaction , Reaction Deacripaon So..P S BLC F e.BLCfK BLCFae BLC Fat BLCfx.BLC FK BLC Fx BLCF a BLC Fee BLCFac 6 N10 Reaction : Reaction :. 7 N13 Reaction Reaction Reaction 1 Pipe bads YS Y 1 1 2 1 3 1 4 1 8. - _ N14 Reaction_....Reaction_, ,Reaction • :.._- _.. L. Joint Reactions Member Primary Data Lc Joint Label X(kj Y(kl Z IQ MX(k-n] MY(k-eJ MI(Kral Label Omni J Joint ,K Joint Rotate(, SectiOnahape Type DesgnLet Mariner Design Rules • 1 . 1 NI -.237 -.004 -.129 0 0 0 1 r' t • t , 1 M1 Ni N5 col column SgrureTubeA10115- A500 46 - Typical 3 1 N3 .416 -2569 .047 0 0 0 •2 M2 N2 N6 col ;Column'.Sgu*arube A10e5I A500 Gr.46 TYCkaI 4 1 ,.__ all 417 3.144 047 0 0 0 3 M3 N3 N7 col A 1 0 8 5 , Typical , 5 1 N9 -1.512 0 -.151 0 0 0•N4 _- N8. col .Caum 1,sgu.nTUW A10115 j A500 Gf.46. :.Typical 5 - _M5 8 1 N13 1376 0 148 0 0 Q M5 N13 N15 col Column SquanlupaAt06s A500 G(.46 Typical .1i M6 N14 N16 col ,Celumri 8quar.T At0a5I A500 Gr.48 .Typical 7 1 ; N13 394 1.341 151 0 0 0 7 M7 , N15 . Nil . beam :Beam,aquereTuo.AtOMMj A500Gr.46 Typical 8 ' 1 oal _385 2.258 0 0 Q 0 u, .uart ubs A10e5 9 t Totals: •3.4 2.258 0 1 ,c ! 10..._.1 .. COG(It) X:1.9 . Y'13.241 l .Z:1,388 9 . M9 N15 N18 beam Beam,SquareTubaA10e5 A503er.48 TYplcal 10..• M10 . N17 . N18 . . , _ beam ,Beem;54umTube AtOSS( ,400.Gr,46. !_Typical ., 11 ; Mil N19 , N20._ . beam ;Beam•squamTube A10e5, A500 Gr.48 . Typical Joint Deflections 12 - M12 ...N21._N22._ . beam ;Beam:sguateTube A1045. A500 Gr.46 . Typial 13 M1.3 N24 N23 beam Beam.Squanauss AtoaS A500 GG46 , Typical , LC Jan)Lab* x(n( Y tnJ 2 imi x Rotation(reGJ Y Rotation(red]Z Rotation(ram 14 M14 N21 N25 beam ;Beam&Sgw+eT ____A5! A50pGI'48 -Cynical ' 1 1 . Ni 0 0 0 1.21e-3 2,165e-3 -4.927e-3 15 , M15 N22 , N26 beam ;Beam.squanToise mon. A500,Gr.46 . IYPicel 2 1 N2 0 0 0 i •1234e-3 2.177e-3 -49310 16 M16 Ni N8 beam ;Beam!SquareTub,MO65 A500 Gr-48 Typical , 3 , 1 , N3 0 0 0 t.727e 4 9,725e 4 1.544e-3, 17 ; M17 . N5 , N27 , beam ;Beam'sgaana. ,.A1085 A500 Gr.46 , Typial , 4 1 N4 0 0 0 1.7380.4 9.756e-4 1.546e-3 18 . _.M18 ;Beemjsgwra_ A503Or.46 Typical : 5 1 . N5 419 0 .04 -1.768a-4 1,718e-3 -3.7250-4 r N8 '_N26_. beam._ Tuba Aldp5. 19 M19 . N5 , N30 , beam I Beam i SqueroTube A10115, A500 Gr,46 . Typical. ' . 6. . t . N6. .419 -.002 , . -.046. 7.694x5 .1,7.2te 3 -.5.012e-4 20 M20 N6 N31 •.:., ;:,:, u • roTube A10e5 ,;,r, , I ,.,• , 7 1 Ni 497 005 .047 • -1.032e-4 1.716e-3 -4 827e-4 21 , M21 N31 N30 beam Beem,squamTubeA1005- .A5.00_0 r.48 :. Typial ��1 N8 497 :,QJJS -,052 -9.8840.6 1.6970.3 -5581e-4 1 22 M22 Ni N29 ' beam ,Begun ISOuereTubeA1055, A500Gr.46 ! Typical 9 1 N9 0 .002 0 3.53341.4 9.72541.4 -3.158e-3 RISA-30 Version 13.0.1 (I:Vlgilyx125PW30131Engr\Stn,cturalWo1 Air Burner Frame.r3dl Page 3 RISA-30 Version 13.0.1 11:lAgiyx 125PW3013\EngrlStructuralHot Air Burner Frame r3.11 Page 4 Ns- Co,iop y Oct 2,2015 Company Oct 2,2015 1' �+a lR Ces' er CRL Des nM CRL IRIS Joe NomCer 25PW3013 Checked By:_ I IRISA goo Number 25PW3013 Checked By:_ 9\ T'� Mode'Name Agilyx Hot Air Burner Frame Mode(Name Agyx Hot Air Burner Frame MED a _ __.. _... ..._....- eas Joint Deflections(Continued) Member Section Forces(Continued) Lc Joint Label X I F1 Y loll Z Iml X Rolston lradi Y Rotation past Z Rotation Iradl LC Member Labe' Sec Axrai]k] _y Shearik] z Shear[] Torguelk•n1 y.y Mo a[Mo. ' 10 1 N10__- 0 - -_ 9 -3555e-4 9-75_-3.1630-3 i ;27. _ 2 1.555 393 159 0 172 -425 , 11 _ 1. ; N11 .226_ 0 047 . 2.4620A . 2.16503 •3158e•3 : 28... 3 _ 1542 _ .393 _ 159 0 , .344 - -"65 12 1 I'2 .226 Q. - -2550.4 2.17703__ -3.157x3 I 29 4 1.53 393 159 0 117 -1275 13 • 1 N13 0 0 0 . 1.25903. . 2.033a-3 , --4.0-3 30..-. 5 1.517...., .393 159 _ 0 689. . ,1:7 , 14 . 1._._...__--41U_ ^Q _ 0 0 . --13.9383_-- 2.0328.3 4..91.203_l 31 , 1 M7 1 .021 - -.605 394 .071 373 -.585 . 15_ 1 , N15 159 0 .047 - 1-.4780.4 , 2.033e-3 -1.1080.3 -32-.-___-___ 2 .021 -612 39_4_ .071 -.119 -192 [ 1&. I. _ .N16. 1U. _ -.001- -.048 __4..1.6641-4__2.032e-3 : -102644-3.I 33 3 .021 -.62 .394 071 _ .135 .205 17 , 1 N17 218. i .004 , 026 . 4,7810.4 . 9.725e-4 3,205e-3 :34 . 4 __ ' ___.2`55_ _ ...:208 .382 1,92._ [ -,123 . 315..1 18 1 N18 .218 -004 -.027 -1.9190.4 9,756>i-4_- -31924.3 1 36 , 5 .255 .198 .382 1.92 .124 184 19 , 1 , N19 - - .2 ; .002 .047 1.9e-5 2.111e3 -1.221e-3 39.. _. 1 MS 1 . 1.015 .. _..881 _.385 ___.-._..071 - -.372 . .629_: .r.ra .r_.: ,1170.3 - •1.1980.3 t 37 , 2 -.015 .674 .385 .071 . -.124 .192 21 20 , 1 N21 398 . _0 I 141, -5.352e-5 1.583e-3 -1,1144.3 38 3 •015 .666 .365 071 125 -241 i _22 . 1 . 1422 ,398 -._.002_ _.X0444. -_:. 2.624-5 :_ 13.920-3 ;._-1.9560.3-1 .39 . 4 -.249 -.223 .398 1.943 -.132 - •.358 23 - 1 , 1423 488 ; -.005 -.05 -1.5878-4 , 1.650.3 ; •1.6878-3_ 40 5 ; -.249 -.231 398- 1.943 - 124 -212 1 24 1 -__1124 ri r_.: 41 , 1 M9 1 0 -.786 -172 08 , .373 -1.749 25 , 1 N25 488 -.001 .041 6.093e-5 1.6703 1 _-1 17903 ,42 2_._-- i 0 -719 _ -:172 05 -187__.,889 26 1 N26 468 0 -.044 •1,251e-4 t-6820.3 -1.1334-3 1 43 , 3 0 -.811 -.172 .08 0 , --018 27 , 1 N27 497 .003 .04 . -7,774e•5 . 1.71803 -3.6460.4 44 4 1 0 -.824 -.172 .06 -.186 871 26 ..1_.. N28. 497. __ -.004 ___-__ 046- _ 1.3480-5 - 1 7024-3 . -42734-4 i .45 : 5 0 -,836 -.172 06 , -.372 ,1 771 29 , 1 N29 497 .007 057 -1.6e-4 1.732e-3 -4295e-4 46 1 M10 1 -.018 -1.757 -.054 .192 .135 4.443 j 30 1 N30 406 -.003 ! 04 -2,5640-4 11_98e-3 ! _1.[858-U 47 , 2 -.018 -1.771 -.054 .192 _. 067..-2.238 31 1 N31 .406. :.003 -04.6 -1 1760-A . 1.6858.3 •2,801e-4 48 _ 3__ . __ --.018-_ ....1.756_._.....___:954 _._- _--1$2_.__» Q.....:11.5,1 32 ' 1 N32 �_- 406 -.004 I 057 -2 103e-4 1.717st3 [ 8.9134-5 1 49 4 -018 , -1.8 -.054 192 - ..068 ,2228 33 - 1 , N33 398 -.002 _1. 002 . 3.132e-7 , 1.897e-3 4.20304 50 _ 5 ! -018 -1.814 -.054 192 -136 4 485 34 .-_1 ___N34 _ 488__.;__--002_- 002 , •2.02205 .:_.•-2374-3 . 5.11.604.1 51 1 M11 1 -.013 -,832 -.234 .003 .507 .-1,849 35 : 1 - N35 453. . -.002 002 -7.344o-6 :. .1.31-843 4.7624.4 _12__ 2 -.013 -.845 -234 .003 253 -.939 53 _ 3_ -413 - -.857 -.234 , .003 . -.002 . -016 .54 - 4 -... 413 .-37 . __-234 -. DM__ ,25.6 , 921. Member Section Forces 55 5 .013 -.882 -234 .003 ,r-.51 1 872 LC Attgn e!Law sec AnegW y Sbea4Kl z 5tr4.616_ Talw4pt-41 yymo z-z Md. - 1 M12 1 -.535 -.763 -344 ,027 146 -1..9 57 2 536 775 344 027 227 -.9 1 Mt I 0.71 •2233 . -,129__. _..__Q. 58 " 3 .645 -.814 -248 -011 411 -.023 1 -. 0 0 3 -128 .618. _ .126 ; _ J24 -363 •@@Z_I 59 . 4 .845 -.828 -.248 -.011 143 !..867 212 093 i 60.: _._- _-___ 5____. ...645- _.:.539 -248 Q11 1R6 7.177.! 5 5 .787 122 -149 •_.058 -,237 . -.551 61 1 M13 1 1.13 -.872 113 .057 101 -2.251 ....4-_ 1 ..M2.-__ . 1 1,481 .. d-. .238 131 0 _ _9 0 1 62 2 -1.093 -.888 .-,505_^_ .04 232 -1.1351 , 53 : 3 1,128, -.916 .418 .044 .657 . -.041 7 2 1.428 .238 131 0 , -0 -669 i 8 I r: _ �: 0-0:_ .044 135 1 ? s.9 •137 -1.583 65 , 5 . 1.1 3 .4953 53 10- 115 _. .305 t 1.194- . 10 _ _ _. _ 5 ' .23;1 ,027 192 I :� .057 . -.347 ; 1ffi ,__ . 1 M14 _2 ,618 . ._.�1. ._...7.036_.---_ __.91.8__ , ,�_-.9085.8_, 11 1 M3 1 ., •2,589 -.416 .047 , 0 0, 0 8 :: - .616 036 9 00 , 6 12 2 •2.617 -.4.16. 047 l __0 193..:_1,724_1 __ • • •r _.,c r : _• r 4 M e , .009 -036 ,018 .063 . D2 13 . 3.. 2.684 _, 1.977 103 0 .. -,055 -.972 70 , t- - - all _r•: r . r�-: r : ' 14 ; 4 -.955 1.072 _.05 -135 i •.13 • •.@77_11 71 1 M15 1 •-471 ,031 -047 018 055 -.022 15 ,___ .__ . $ --132 -.052 .059 -.034 , -.036 ,1312 12 i._ 2 !AIL.- - :0471 018 012.;..-.045.1 16 ] M4 1 9J44 417 0247 0 0 0 17 2 3.097 ,4J7 ;047 Q. 184.,1.727 73 3 471- U1_ 047 018 031 -,058 18 . _ 3 3049 1,061. ..1 _. 102 I ._..0--8 8 88_,05.1 • -.98.! 74 .----.4- 471 i 0 047 018 •074 ; •.062 1 ,046 , •:138 .111 -.991 75 ; 5 -,471 -,011 r •,047 -018 117 , •.057 , 19 4 1188 1,080 76 1 1 !" M16 r. rr .t r r 20 5 .184 -.096 912 i ••021._-___07 •525 2 011 194 052 021 069 -.242 21 1 M5 1 -1 341 .368 -149 0 0 0 22 . 2 _1 354 . -149 0 -_1d?--42_ 78 .. 3 _.0231 -.208- 052 •.021 004 , .009 1 23 , . _ 3 -1 366 .388 -149 0 -.322 -.839 79 • - 4 -,031 _ -.223 •052 _ _-021 081_._279 24 4 -1 379 1 ,368- -149 0 -.484 ,-1,259 80 5 095 164 011 .07 021 528 7,5 5 -1.391 .388 -.149 0 1345 :•1,678, 81 1 M17 1 -.076 .077 , .061 -.002. . -.112 , .149 1• _2,6 1 M6 1 1 567 .393 - 159 ■ Q2-.. _ 82 2 --076 .067 .061 :002 _.0-50_:_-48? 63 3 ,076 .058 061 -002 0 026 RISA-3D Version 13 0.1 (I:V\gilyx\25PW3013\Engr\Structural\Hot Air Burner Frame r3d) Page 5 RISA-30 Version 13 0.1 [1:1Agilyx 1.25PW3013\Engr1Structural\Hot Air Burner Frame r344 Page 6 L� R lSA Model Name Ae Mx Hot Air Burner Frame Checked y. 11 RlSA Mode gner CRL Name Agltyx Hot Air Burner Frame Checked lBy_ Member Section Forces(Continued) Member AISC 14th(360-10):ASD Steef Code Checks(Continued) LC Member Latlai Sec Axiatlkl y SM4dk1, z She4rtkl Tapuetk•al y-y Me. :•z.MO LC /Minim Slhapq_ UC Max Loctn[ Shear UC loch! 0r Pncfom psi Pyvom 1k)Mnyytom, Merriam Ch Eon 84 4 -• . •,,,: y i -•,1 t • 5 -,019 11 ,1 , M12 HSS4x4x4 180 4.34 .034 4.34 y 85.79 92.826 10.765,10,765 2.253,H1-1b 85 5 -.076 .035 061 -.002 _ .112 , -.056 12 ,1 ! M25 HSS4x4x4: ,.153_!1,411 1_:090 - 0 !z.87,766,92.826`:10768,10-7651.355:H1-lb ..._ 1 M18 1 ,,,, .063 096 _^Q$5 -02 -112 HSS4x4x4. .126 ',1.586 229 1.586;z 90,276.92,826;10.765 10.785 1.878' H3-6 87 ; 2 .063. ; •084 065 -.02 -.053 ::097._ , 14 ;1.: M7 iHSS4x4x4.: _118 11.586! .228_ 1.5866:2:-90.276.!82.826.1.0.765-1.10,765 1,9227.1-13-6.: B8 . .___ 3- - . _..063. . 074._ '._.._.,085 !_._-52, _' .007 --.025 J ; 15 ,1 , M18 HSS4x4x4, 055 4.635. .017 .313 ,_y 83.805 92.828.10.785 10.765 2.282;H1•1b 89 4 .063 .083 .085 -02 .086 -.039.; .t•._. . . r_: r I • y s a .= •r :4: ' • :, • . ,._90 :_.- 5 063_ ...053 . ...065 -.02 : .1 2 5 ,-091.J 17 ,1 , M18 ,HSS4x4x4- .041 _ 0 _088 , 0 ,y 92.652.92.828 10.765 10.765 1.9651-11-1b 91 1 M19 1 .074 .71 -559 549 .054 386 18. 1.. M21 .HSS4x4x4 .,038. . 0 ; 009 , 0. I.y. 8579 ;92,826.;.10765:10,765.2.2851H1-1b+ 92 2 074 706 -.059 549 044 267 1 19 :1 , M18 HSS4x4x4; .027 , 0 . 006 . 0 ,y,87.768 92.826,10.765,10.785 2.35.9112.111-1 b 93_, 0 ,3 .074 .706 -.059 549 .034 .149 20 l.1 , M17 _!HSS444x4; .025 : .003 ; 0 :.y,67766;92.826.:,10.765:10765 x.3591141.15.7 94 4 074 .704 --059_____-.54 024 031 ( 21 1 , M15 HSS4x4x4 .019 , 3.86 , 004 0 z 87,766,92.826 10.785 6'14 ..785 10.765 1.091-lb 95 ; 5 .074 702 , -.059 549 .014 . -,087 , u ;• . . I r ' ,,018 0 v 92.729;92.626.10,765,10.765 1 117.1-11-1b1 .96 1 .- M20, 1 _ -,039__.,__ .138 .038 ;_.._,327_. .. .055 ; 122 ; 23 ,1 . M20 HSS4x4x4, .017 , 0. . 041 . 0 y 92.652,92.828. 10.765 10.765 1.427;/-11-1b,,, 97 . 2 -.039 .136 038 327 082 099 24 1 M24 HS64x4x4_.015 4 33 ! -018 423.......Y.....65 w , , r : • : - 92 98 3 -.038 , 134 ' 038 327 .088 076 25 :1 M14 HSS4x4x4 015 0 004 0 y 87.766 92.826 10.765 10.765 1.902 41-lb 99 4 -.039 .132 038 .327 .074 . 054 100 5 -,039 13 038 327 081 032 101, 1 M21 1 -.038 .13 , -.039 -.032 .081 327 102. 2 _----. ,.038.__ - .118 :.039 .._..-,032 : .038.-: .193 !. 103, _ 3 _ -.038 105 -.039 -.032 -.004 . .072 , 104 , 4 -.038 .093 -.039 -.032 '-.046 -.036 i 105 5 -.038 .08 -.039 -.032 -.088 . -.13 11. r -• r: -' -.1.1x3_. I -.031 154 107, 2 -.022 .081 -.035 -.113 -.035 , 144 108__-._. 3 _.. •.Q22 06-_ ' -.035 .___.',113 -;.-.039 . 134_1 109. 4 -.022 .078 -.035 -.113 -.044 124 110 5 -.022 .077 -035 -113 -.048 ' 114 1 111 1 M23 1 .022 .783 .035 .055 -.074 : 419 r 7: r, r p. I 113 3 022 .776 .035 .055 -.06 .098 114. _.. - .4 . . .022 _ .- .,715 .__._035 .._ .:055.....:-052.. •.066 115, . 5 .022 .073 035 055 . -045 ; -.114 116 1 M24 1 -035 073 022 .114 -.045 .055 117. 2 -.035 .061 022 114 -022 , -.017 118 3 -.035 052 022 114 001 -.027 119 4 -035 -.064 022 .114 .025 038 :1 2.0 5---- _ .-.Q35 , -677___._ .022__ _. .1 1.4. . .046 . .113_. 121 1 M25 1 -.093 , 016 -2.22 -.025 1,506 , -.004 122 2 -.093 .005 -222 •.025 -.526 -.014 123 , 3 -.093 -.005 1.179 -:025 -1 183, -.013 124 4 -.093 -.018 1,179 -.02,5 ' -.084 -.004 i 125 5 -.093 -.028 1,179 -.025 995 018 Member MSC 14th(360-10):ASD Steel Code Checks LC Member Shape UC Max Loc1e1.Shear UC Loch D4?ncfem IkIPm/orn114 Mnyytom MnuMm CO Een 1 1 , M10 ,HSS4x4x4. .429 , 5 , ,092 ,,, 5 . ,y;83,805;92.828.,10,765,10.765 7.273',H1-1b; 2. :1_. M4. :HSS4x4x4:__.304 X14,1.62: ..058_:.9.499 .y. 28.617;_9.2.026.1.102.65,10.765 1,8821H.1.1b 1 3 ,1_ M3 HSS4x4x4, .288 !14.162' ..057 9.499,y,29.617 92,876.10,765.,10.785,1.855 111.lb, 4 1 M13 HS54x4x4 232 5 .049 5 v;83.605 192.826; 10.765'10.765 2.274:H1-19_; 5 .1 . MB HSS4x4x4 .231 , 4.33 .015 0 ..y:85.821 .92.828;10.765.10.765,1,887:141.10' 6 1 M5 H554xgx4,, 223 4.33 .015 0 y•85.821 -92.826 1 10,765 10.765 i1.8871ri119t 7 ,1 , M11 HSS4x4x4, .221 , 4.34 .035 .-434 y 85.79 92 626 10,,745 10 765;2 286.41.10 8 .1 _ .442 :HSS4x4x4, .212 :8,906, .038. i4336:y.;54.656:92.826 10.765,10_765-i1998:H1.1bI 9 1 1.41 HS84x4x4 199 8.906 038 4.338:y i 54556,92.826 10365.10.765;1992;11.lb , '...15........1.___M:9__ HSS4x4x4 199 4.34 039 . 4.34 y 6529 92.826 i 10.765 10.765 2.265 H1-16 RISA-3D Version 13.0,1 (I:1Agilyx125PW30131EngrlStructuralHot Alr Burner Frame.r3dJ Page 7 RISA-30 Version 13 0.1 [I:1 Agilyx 125PW30131Engr\StructurallHot Air Burner Frame.3d) Page 8 V • Z. •X • N6 A 1411172 8 N7 N11 N15C IC115B 412 414 "1013 SK- 1 CRL Agilyx Quench Tower Frame Oct 2, 2015 at 7:57 AM 25PW3013 Pipe Support Frame.r3d • Y...... _.... �V////� ,Y _...._ Z •x M6 470 4411 M � _ Ms N SK- 2 CRL Agilyx Quench Tower Frame Oct 2, 2015 at 7:58 AM 25PW3013 Pipe Support Frame.r3d .Y { 7 ,//ry,�//y 1 jj Y'V .X • N6 -.7k A -.4: -.5k -1.2k N N8 N7 NI I N15C ""1V15B X12 .1116 •, X13 4 Loads:LC 1,Pipe Loads SK-3 CRL Agilyx Quench Tower Frame Oct 2, 2015 at 7:58 AM 25PW3013 Pipe Support Frame.r3d Company Oct 3.2015 Company Oct 3 2015 ry ^ w Desi ner CRL r R ^ 'Designer CRL 1 R 1\LS Jos Number 25PW3013 Checked 8y '1 RISA Job Number 25PW3013 Checked By,___ �1000���� Model Name Agilyx Quench Tower Frame i•\ Model Name Agilyx Quench Tower Frame Global Global,Continued Display Sections for Member Cates 5 Seismic Code ASCE 7-10 •Max Internal Sections for Member Cates :97 4 Seismic Base Elevation(ft) ;Not Entered Include Shear Deformation? Yes Add Base Weight? Yes 'Increase Nailing Cap_a_City.for Wind? Yes i Ct X .02 include Warping? Yes Ct 2 .02 Trans Load Btwn Intersecting Wood Wall? Yes T X(sec) i Not Entered Area Load Mesh(in"2) 144 T Z(sec) Not Entered Merge Tolerance(in) .12 J R X '3 P-Delta Analysis Tolerance 0.50% R 2 3 Include P-Delta for Welia? Yes .CI Exp.X .75 ._ _,__-1 Automatically Iterate Stiffness for Walls? Yes •C1 Exp..? .75 Max Iterations for Wall Stiffness '3 ISD1 '1 • 'Gravity Acceleration(ftsec"2) 32.2 SOS 1 'Wall Mesh Size(in) 12 Si j 1 r Eigensolution Convergence Tol.(1.E-) 4 TL(sec) 5 Vertical Axis -Y I iRisk Cat 'tort! Global Member Orientation Plane XI Om 2 1 Static Solver Sparse Accelerated 1 Om X 1 Dynamic Solver Accelerated Solver Rho Z I RhoX 1 Hot Rolled Steel Code AISC 14111(360.10):ASD Ad)ust Stiffness? Yes(Iterative) RISAConnection Code AISC 14th(360-10):ASD Hot Rolled Steel Properties Cold Formed Steel Code AISI 5100.10:ASO { Labe; E tier) G Ikzq Nu lncm 1u5 pensily(wtt now[ksq Fly Fula) RI Wood Code AFd6i�.....ADD 1 A38 Gr.36 29000 11154 3 65 49 36 1.5 58 1.2_ Wood Temperature o t00F _ _ ( 2 A572�r.50 - $000_._11154 __3 - �5 45 50 1.1 85 1.1 • Concrete Code AC1318 11 3 A992 29000 t 11 Sol .3 65 .49 50 1.1 85 1.1 • Masonry Code .ACI 530-11:ASD Aluminum Code AAADMt-t0:AS0 &. . 4 __A500Gr.42 . 29000 11154 3 65 49 42 1.4 58 1,3 - 5 A500 Gr 46 29000 11154 3 65 49 48 1.4 5e 1.3 Number of Shear Regions 4 Region Spacing Increment(in) 4 I Hot Rolled Steel Section Sets Biaxial Column Method Exact Integration Parme Beta Factor(PCA) :.85 J Label Shape Type Desgn List Morena: Design Rules A)e 2] ryy[014] in[ma] J 0141 Concrete Stress Block Rectangular 1 HRIA W8x1 O Beam Wede Flange A36 Gr.36 Typical 2.96 2.09 30 8 .043 Use Cracked Sections? Yes $ Use Cracked Sections Slab? Yes Bad Framing Warnings? No I Joint Coordinates and Temperatures 'Unused Force Warnings? Yes Min 1 Bar Diem.Spacing? No Labl'I X till Yin) Z(R) Temp[F] Detach From Dlap •Concrete Reber Set REBAR_SET _ASTMA615 1 N1 0 16.17 0 0 •Min%Steel for Column 1 2 N3 0 0 .92 0 'Max%Steel for Column 8 3 N3 9 942 D .92 0 4 . o 0 10,75 __..9 ---_-- 5 N6 0 16.17 .92 0 6 N7 9.42 18.17 .92 0 7 N8 0 16.17 10.75 0 A. ; . N11 9.42 . 16.17 , 6.42 0 _ 9 N12 9.42 18.17 0 0 10 ' N13 4.92 I 16.17 0 SL___. 11 N14 4.92 16.17 8.42 0 12 ' N15 4.92 16.17 ____a___. _ Q_ 13 N15A 0 18.17 6.42 0 14 N159 , 9.42 9.33_ 6.42, 0, 15 ` N15C 9.42 16.17 14.25 0 • 16 , 1416 8.42 __91., • 14.25 0 _ _. 17 N17 9.42 1617 .09 0 , RISA-3D Version 13.0 1 Agilyx125PW30131Engr\StructuraltPipe Support Frame.r3d] Page 1 RISA-3D Version 13.0.1 )I:1Agilyx\25PW3013\Engr\Structural\Pipe Support Frame rod) Page 2 )C\ Company Oct 3,2015 Company Oct 3,2015 IIIRISA Deg s+ w Oae,ynm CRL Job Number 25PW3013 Checked 8y: �,R'SA Job Number 25PW3013 Checked By ktodel Name Agdyx Quench Tower Frame ■` Model Name A9iryx Quench Tower Frame Joint Boundary Conditions Basic Load Cases .rcinr Latter X[r..nj Y(klinj 2[kris) X Ra,lk.oraoj V Rot lk-N'radj Z Rot(k-Nradl Footing BLC Description __ Ceteggrx_-&GRyth_Y G.rayitx,Z 3i5sly _Joint Pit Diet dbutadMCa(Me,,.SyAaee(... 1 N3 Reaction Reaction Reaction Reaction Reaction Reaction _ I N2520 None - _. . I . I - ..-� 2 N4 _,$eciton----Reac�,_RgaC593- ' __ N2590 _--None 1 _ _..i_ 2_I_1 3 N2 Reaction Reaction Reaction 3 N1080 None 1 t 4 N159 Reaction Reaction Reaction . l ,..Reaction : Reaction Reaction ! I 4 Self Weight DL -1 5 N16 Reaction Reaction Reaction Reaction Reaction Reaction Load Combinations Member Primary Data Descnpbon So P..S BLCFac BLCFac BLCFac .BLCFac BLCFac BLCFac BLCFac.BLCFac BLCFac SLCFac Label I Jean J Joint K Joint Rome( SectionfSpape_ Type Design List Material Design Rules I. 1_ I Pipe Loads Neal y 1 , 1 1 2 1 l 3_ 1 1 4 1 I 1 I. I 1 1 M1 N2 N6 HSS4x4x4 Beam SquareTube A500Gr.46 Typical 2 M2 N3 NT ' HS$4x4x4 IBt►am Sguar u _- A509_ir446 Typical _ 3 M3 N4 N8 HSS4x4x4 Beam SquareTube. A500 Gr 46 Typical Joint Reactions 4 M5 N8 616 H$$4.78.X4 gam_$gu.argTuite__A_93 Gr.46 Typical Lc kra Label x jkj r pc] z(k[ Mx(k-16 Mr POI PAZ lk•It 5 M6 ^NB N1 HSS4x4x4 Beam, SquareTube A500Gc46 Typical 1 1 N3 .1 1.375 .015 182 -,234 .1137 6 M7. Nil .NiSA 11SS4x4x4 !beam: SquareTube A500Gr.46 Typical '2 : 1 N4 .017 457 -.029 0 9 0__I 7 M8 N11 N7 HSS4x4x4 Beam SquareTube A500Gr.46 Typical ^_3 1 N2 052 .718 -.014 0 0 0 8 M9 N7 N12 H6514501 Be$m %minTube , A500 Gr_46 Typical 4 i 1 N158 ,967 _ --074 -, 311 9 M10 N12 Ni HSS4x4x4 Beam, SquareTube A500Gr.46 Typical 1 tU -.39 X168___! •I , .1 - -:re: N. _ _ RIGID Typlrpl 5 1 Nai .085 -.016 217 901 -.39 •.705 11 M11A N15B N11 HSS4x4x4 Beam, SquareTube A500Gr.46 Typical 6 . 1 i Totals: 1,2 2:457 5 12 M12 N16 N15C HSS4x4x4 !Beam'. SquareTube A500 Gr,48 . Typical 7 1 COG(ft) X 8.527 Y:14.121 I.2.88 13 , M1,3 N11 ,N13C. HSS4x4x4 Beam SquareTube A500 Gr-46 , Typical 14 M14 N15 N17 I HSS4x4x4 Beam: $gyareTube A500Gr,46, _Typical_ Joint Deflections LC Joint Label %-(In]. Y(eI 2(lint X Rotation(neat Y Rotation pad]2 Rotation Iraq Het Relied Steel Peskin Parameters 1 1 N1 -.74 005 .336 5.272e-4 3.843e-3 •9.34e-4 Label Shupe t.enpin. Lbyyjfl t.m2(M Leorrrp toplyd_comp Dogtt(L-torq KW Ku CO Function ...2_,_1_----.-N3 0 0 0 2.265--3 3.8538 3 5.519-3 [ 1 M1 HSS4x4x4 18:�. . _ ._ Lbw ,Lateral 4 N4 Q 0 0 2.756e-3_ 39 @7e-3 1.537e-3 I 1 112 H$S4x4x4 16.17 Lbw _-_.__.__.------- Lateral 1 5 1 NB -.698 -.001 .338 6.683e-4 3.853e-3 -2.559e-4 3 M3 HSS4x4x4 18.17 Lbyy Lateral 6 1 Ni -.698 ■ -.003 092 -3.852e-4 3.818e-3 3.448e-3 I 4 MS I-tSS4x4x4 9.83 ! Lbyy !Lateran 7 ' 1 ' 618 -.24 0 .338 -3.804e-4 3.967e-3 3,92e-5 5 MB HSS4x4x4 .92 Lbyy Lateral 6 M7 HSS4x4x4 9.42 Lbw Later; 9 i 1 ! N12 -.74 0 -.093 -3.21e-4 3,831e-3 2.696e-3 ■ 7 Me HSS4x4x4 . 5.5 I_bw Lateral 9 1 N13 -.74 -.008 iiz 3.231-4 3.831e-3 2.696e-3 8 M9 HSS4x4x4 92 lbw Lateral, 10 1 i N13 _741 101 112 45438 4 3 08--3 -3,5150-4.666- 9 M10 HSS4x4x4 9.42 Lbyy Lateral 11 1 N14 -.444 -.101 112 4.479e•4 3.878e-3 -2.666e-4 10 : M11A HSS4x4n4 6.64 . Lbyy Lateral! 12 , 1 '. NIB -.603 -.082 _ .112 1.739-4 3.841e-3 -2.638e-4 i 11 M12 HSS4x4x4 6.84 Lbyy Lateral' 13 1 N15A -.444 -.032 .338 -1.739e-4 3.842e-3 -1181e-3 1 N5.54MX4 7 8_ Lbw Laxamj i 14 1 N158 0 0 0 0 0 0 1 M 13 1 6 1 N15C -.125 0 -.092 8.683-4 2:692-3 2.6358 3 3 M14 HSS4x4x4 5.359 Lbyy Lateral 16 1 N18 0 -..� 0 0 0 0 17 1 - N17 -.736 -.007 -.093 -3.335e-4 3.833e-3 2.753 0_3 Joint Loads and Enforced Displacements(SIX 1;N2520) Joint Labor L DM _ Dueller'._ MapMUOe((k,k•aj,Lln,radj,tioro2nt, Member Section Forces 1 P415 L X - •1•R-____ LC Member Label Sec __Axiel(kj-. . .y_Shearjkj 2Shear(k) Taguegt-16 ,y-yMO 2-aMo _2___ N15 L Z 5 I 1 M1 1 716 -.056 -.015 0 0 0 -__ 2 .669 __0 - ___.Q?P.w-_Q .4§2 ,224 i 3 3 .623 -.056 -.015 0 -.124 .449 Wall Panel Point Loads 4 4 .577 •.056 --015 _9,. . -.186 .673 j Wall Label D■recuon Magneuuc[k k-nj _LOOKIOh(a,11)_ 5 5 .53 -.058 -.015 0 -.248 .898 No Dula to Print . 4 1 M2 ' 1 1,375 -.108 .016 -234 :06 -1,137 r 7 2 1.328 -.108 .018 -.234 -.096 , -.703 8__-_-_- 3 1. 82 tOB -018 -.234 _43_X268.1 9 • 4 1.236 -.108 .018 -.234 036 167 RISA-3D Version 13.0.1 [I:l Agilyx125PW30131Engr\StntcturallPipe Support Frame r3d] Page 3 RISA-3D Version 130.1 (1:1Agllyx125PW30131EngAStruoturallPlpe Support Frame.rShc Page 4 _1 Company Oct 3,2015 Company Oct 3,2010 1IIRISA Oobgumber 251W3013 Checked By IIIRISA Job IN tuber 2SPW3013 Checked By Model Name Agilyx Quench Tower Frame Model Name Ag lyx Quench Tower Frame s Member Section Forces(Continued) Member Section Forces(Continued) LC Member Label Sec Amapa' y Sr»a4x1 2 51(0,1 TerQW[k-n1 yyMO.. 2.1 MO LC Member Label Sec Axrmlk] y Shear[k] z Sneartki Torgcelk-hl y Mo t-z Mo 19 j ■ 5 1-189 -.108 .016 2,34_____102_2._+ -r 67 , 2 .98 093 -.026 425 .037 -535 11 1 M3 1 .457 -.017 -.03 0 0 0 68 ' 3 98 .078 -.026 .425 .002 -.849 ,12 2 .411 -.017 -.03 0 -.123 .07.1 89 • 4 98 -.418 -026 425 -.033 -.532 13 3 184 -.017 -.03 0 -.246 .14 70,1 5 88 -.433 -026 .425 -067 037 14 4 218 -.017 -.03 0 -.369 .21 1 15 5 .272 , -.017 -.03 , 0 -.482 279 16 1 M5 1 .029 272 ,017 1 •279 0 .492 1 Member MSC 1401(360-101:ASO Steel Code Checks 17 2 .029 244 .017 •-278 .041 -.141 LC Member Scrape UC Max Loots] Shear UC Loc[tt]_De Pncrom[k]Pnuom[x]Mnyyrorn.Mnenr Cb Ego _I8 3 •493 a8 -,002 107 Q93 -,40�1 1 1 M1 HSS4x4x4 .115 16.17 .002 0 y 31.138 92.826 10.765, 10,765 1.667 H1-16 19 4 --002 --108 -.002 .167 .003 -176 M2 :HSS4x4x4 -143 , ;030 0 .y.11-138 92.828 10.765 10.766 2,176.H1-lb[ ...20_ 5 -002 -.1:i§ -.QQ2 ,167 -,009 124 1 3 1 M3 HSS4x4x4 .076 16.17 .001 0 z 31.138 92.828 10.765 10.785 1.867 H1-lb 21 1 M6 1 .011 .394 .05 -.731 -.009 372 4 1 • M6 HSS4x4x4 .060 '4.801• 041 0 v 61.995 92_826 10.765 10.785:1.781.H1-18 i 22 2 1 .011 .391 05 , -.731 ; .002 282 1 5 1 M6 HSS4x4x4 .036 0 .096 0 y 92.498 92.826 10.765. 10.765 1.83 H1-16 23 3 -011 .389 .05 --731 -013 . .192 6 1 M7 H$$4x4g4_�Q1 0 029 4.418�y 4 84.03��$28 10.785' 10.765 H.884 H1 24 __-• 4 011 .386 05 731 10 7 1 M8 HSS4x4x4 .058 0 032 5.5 y 81.788 92.828 10.765 10.785 2.391 H1-16 25 5 .011 .384 OS 731 036 .015 8 .1 , M9 HSS4x4x4 .053 .824 - 131 0 .y.92.498 92.826.10.765 10.785,1,969H1-1b1 28 1 117 1 -.958 -.229 , .033 .161 , -.159 ,•1.946-J 9 1 M10 HSS4x4x4 .111 .041 0 y 64.031 92.826 10.785 10.765 1.426,H1-1b 27 2 956 268 .033 181 -.081 -1-374 883 OB 10 1 M11A 'HS*114xg. .491 0 .095 0__�I 78.319 92826 102_65 10,7651119'H1_0..! 28 3 .019 ..241 •.032 -.128 -.817 11 1 M12 HSS4x4x4 149 0 .051 0 z 76.319 92.826 10.785 10.785 1.334,H1-1b 29 4 .019 -.288 -.032 -125 -008 -.217 12 1 . M13 •HSS4x4x4 .091 7.83 .036 ' 0 v 71.819 92,826 10.765_10.765'2028:H1.161 30 5 A19 r79`_ 2 -_--__,126._.252 .339 13 1 M14 H554x4x4 .074 3,573 .064 5.359 y 82.314 92.828 10.765 10.785 1.177 H1-lb 31 1 M8 1 -.568 -111 -072 -.228 •.252 --339 32 2 -.566 -.128 .072 -.228 -.154 ' -.1711 33 3 -.566 -.142 .072 -.228 -.056 .009 34 4 -.566 -.158 .072 -.228 .043 , 216 35 5 -.586 •.174 .072 •.228 .141 .444 36 1 M9 _ 1 : -.562 1.015 .172 -.83 -.093 ' .342J 37 2 -.582 1.013 172 -.83 -.054 .109 35 3 •.562 1.01 172 -.83 : -014 ,.12 I 39 4 -.582 1.007 .172 -.83 .025 , -.356 5 - -.023 :574 .981 -.63 .077 -.171 . ' 41 1 M10 1 -.981 .572 -.028 .171 07 -.63 42 • 2 -.981 -.155 -.028 ,171 ` .003 879 , 43 3 .049 -.33 -.011 115 .018 -.949 44 4 .049 -.357- -,011 .015 ' •01 -.141 45 w 5 .049 -384 , -.011 .015 -.038 731 48_ 1 M11 1 .07 -.Q39,, .976. , .159, . -.098 -288 47 2 07 -.039 .978 .069 1.468 -.223 48 . 3 07 .07 .976 .089 3.03 -18 49 4 .011 -.149 -1.031 -.498 1.73 -.083 50 5 .011 -.149 •1.031 -.498 .076 .157 [ 51 1 M 11 A 1 -.074 -.966 .311 -.518 -1.114 -4.189 52 2 . -.094 ! .--968 .311 -.518. -.583.:•2,5171 53 3 -.113 -.966 • .311 , -.518 , •052 -866 54 4 -133 -166 .311 -.518 . .479 785 I 55 5 -.152 -.988 .311 -.518 1.01 2.437 56 1 1412 1 016 -.Q46.. .217 1 -.39 -.901 -.705 1 57 2 -036 -065 217 -.39 . -.53 -.594 58 , 3 ' -.055 i -.065 .217 -.39 -.18 . -.484 I 59 , 4 -.075 -.065 .217 -.39 .211 -.374 60 6 -095 -.065 217 -.39 582 -2@L] 61 1 M13 1 -.217 185 .064 .263 107 , .511 _62 ! 2 -.217 z .162 .064 283 ' -017 l ,172 j 63 3 -.217 14 064 .283 142 ' -.123 64.1 4 j -,217 117 .064 i .263. 266 I ,375 I 65 5 217 095 064 .283 39 66 1 M 14 1 98 .108 -.026 _,..425 071 -4 u_ - RISA-3D Version 13.0 1 [I.\Agilyx125PW3013\Engr\Structural\Pipe Support Frame r3d1 Page 5 RISA-3D Version 13 0' II\Agilyx\25PW3013\Engr\StructuraF,Pipe Support Frame r341 Page 6 V