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Home My WebLink AboutProduct Approval; Hydroswing Door InstallationP-�jri1ta .,Kullding lode Vnline rage i of 1 �- 7T'� �' f�d.+'°� t .i,� s m'�s r�"• �n4 �4� ''jx?'�,Mwl a ;,a1 'III. v.E BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stats &Facts Publications FBc staff BCIS Site Map .�_ Approval s P USER: Public User Community �"x" :rza AffairsProd uct Approval Menu > Organization ;eareh Criteria Refine Searc lrganization Type Product Manufacturer lrganization Name HydroSwing Inc. lrganization Status ALL Search Results - Organizations Ora Name valid Dates jjStatus Administrator HydroSwing Inc. 03/04/2009-01/01/2094 Approved Luke Gregoire Org Type Product Manufacturer (507) 423-6666 FBC Organization Number lukeg0hydroswing.com PDM8063 - Website www.hydroswing.com ACA Administration Department of Community Affairs Florida Building Code Online Codes and Standards. 2555 Shumard Oak Boulevard _ Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 - - p 2000-2005 The State of Florida: All rights reserved. Copyright and Disclaimer Product Approval Accepts: w EGnxk M V•rlSlpn' 3•e•r•d x'8o r!•Vrr •eP0.g h"-.//v�T4,,v.Roridabuilding.org/p,r/pr_orgjst.aspx org_lst.aspx 1/16/2010 tAn i; ,�. Men G. STUART ASi MEY9 P.E. 2327 Hilltop Farms Road Phone: 334-365-3878 Prattville, AL 36067 Fax: 334-365-3878 Cell: 334-462-0084 Email: ashleyassociatesD-bellsouth:net THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS uanua REQUIRED BY FIELD INSPECTORS THAT -�► .�r',�"u�u "." MAY BE NECESSARY IN ORDER TO COMPLY WITh Ash APPMRAN000% John Manchec Aero Shade Technologies, Inc. 3104-3106 Industrial Avenue Three ST LUCIE COON BUILDING 10 Fort Pierce, FL 34946 fEV l E D 772-562-2243 AFOR 0 PL rm DATE - Re: Hydroswing Door Installation P LAN s ND PERMIT MUST B EPT ON,JOB OR To Whom It May Concern: NO INSP T1oN WILL BE MADE I have reviewed the design of Job No. 34299-1 by Hydroswing, Inc. and this evaluation 1a++av ;o l ";nrY mit%rn;++aA in nnnnrrin»no %i4+16 Tle%v4Aa UlqZ QA7 Qr T A r OR_77 /l7A laraaarl 10 Varlllb 0UV1111LL%'U 111 aaArVl LL(LLLVae VVlall l'1V11Ua UaaaU1N lJJ. TL lX. 1'X-3L%- -11-1-/L..V IV. 34299-1 55'-0" x 18'-9" Nominal Size r Based on Rational Analysis of the Hydroswing Door that is described above with an exterior diaphragm of 26 ga. PBR Wall Panel (Florida Product Approval Code #2686.3) attached via #12 x 1 1/a" SD Screws at 12" O.C. at every location vertically that a Horizontal door member occurs (see attached manufacturer drawing); I certify that the .details of attachment and operation contained in Hydroswing's Professional Installation lrn;rla fUU7T%4AAT-Q_Q nQ n1-nit. T1»c+lk t ^,,n+ a+aAi uanm i.,,;m;nn lknnrlar —*ns 1 G of+ikn vulva. `ll VV1V1A1\-0-0.V0.V/-VjLh L'lUJi1111VU11L OL%A l VVGLLll VUlluulb' uliaUa+l, flab%, 1J Vl altar Guide are in compliance with Florida Building Code v. 2007 for a wind speed of 130 mph — Exposure C. Since the metal building manufacturer has rotated the steel beam header (FL -26) 90 degrees providing a continuous flange for attachment of the hinge angle, attachment may be made using a 12" continuous weld at 6' O.C. coinciding with the field hinge locations, and a 24 continuous weld coinciding with the location of the triple hinges at the corner. in lieu of the angle iron insert to the I -Beam depicted in the above noted detail: Vertical 14nnT n»rrlaa 11411 1%a o1+nn11ar1 +n +1'a 1 11;lr11"" nnlnm» :s.;+U -11715 nnn+in»nno 117A l nni A' UVVL a1161a+0 VV111 Var "Lt"VAJLa,U w UJL%, 4jullulllb a'V1U11111 VVlul a 1!r vV1 miLuVUJ VVVJLU V O.C. min. All field welds are to be cleaned and primed using a zinc rich primer. Design wind pressures for wall components and cladding provided by others shall be: PASTURS OR ATTACHMENTS APE THE RRSPONSISIUTY OF THE ONTRAGOROFRECORD Wind Pressures (PSF) @ 130 MPH (3 Second Gust) Area (fO) Zone 4 Zone 5 -- Unai+;vra RTorr�4;vra pnaitivsa T�TAn"taY 1 Val &IVV lr VSQLl V%, 1 Val" VV 1'4%,r IVV 10 39.2 -39.9 39.2 -49.3 50 32.9 -36.0 32.9 -41.5 100 31.4 -34.4 31.4 -38.2 500 27.4 -30.5 27.4 -30.5 The following data are enclosed and incorporated into this certification by reference: 1. Hydroswing Door Description with Member Sizes 2. Typical door framing detail 3. Sheeting Attachment Detail A 0-1^UnI -r. %llvvai 5. Hot Rolled Steel Properties 6. Joint Coordinates and Temperatures 7. Joint Boundary Conditions 8. Member Primary Data 9. Basic Load Cases 10. Load Combinations 11. Member Area Loads 12. Envelope Joint Displacements 13. Envelope Joint Reactions 14. Envelope Member Section Forces 15. Envelope Member Section Deflections 16. Envelope AISC ASD Steel Code Checks - Be it known to all that this is an independent evaluation. 1 do not have nor will acquire financial interest in the companies' manufacturing or, distribution of the product or any other entity involved in the approval process. Please note that this door must be closed in any wind event that has winds that are in Px�P�g of 40 mnh_ nnrd mngt not he onersted until the wind retrent t �.q than 40 mnh -r.-I ---- r- -r-- G Stuart Ashl , P.E. FI rida P.E. Nb 622M I . v " /HYDRO 1 n g,' Aero Shade Technologies, Inc. t—tini 3iJiF siCcr 7 `v"�3i¢a Vero Beach, FL22962 SON Building Type: Header: Steel Jambs: Steel Mounting Style: Inside Cylinder Size: 131310 0%_ ALL" - upilvns: Prod. Complete ®ate: 1/,4/2010 Production Location: Farm lnspected By: GLEN STUART ASI-ILE , RE. FLORIDA R.E. NO.62216 327 HILLTOP FARMS RD, PRATTVILLE, AL 36067 - Cane Bolts: 4 CB's On: 1, 4, 7, 10 & 13 - Horizontals @: 36, 84, 132 & 180 - 4ft On Center 6 Center Hinges 6 Hole Splice Plates Rap PinPnint nrawinn . Io RIO Width: $60" 1 55' 0" RIO Height: 225" 1 18' 9" Truss Size, 17 Pre -Bow- IF.' Cut For Steel Frame Qty Size Cut Length Top Bottom Header 1 4x4x3116 5411119 Bottom Cord I 5x2x1/8 54" 4.2699 Jambs 2 6x2x6116 219.75" 85.75" 134" Push Tube 2 5x2x3/8 216.75 103.76 112®' Uprights 13 4x2x114 215.75 103.75" 112" Top Attach Angle 1 4x3x1/4 64° °II" Side Attach Angle 2 3x2x3/16 227.75" 93.75" 134" Top Seal. Angle 'I 5x3x1/4 54' 4.76" Side Seal Angle 2 3x2x3116 9.4.75 . 103.75" Truss Uprights 16 2x2x1/8 1481 GLEN STUART ASHLEY, P.E. Loads: DL - Dead Load Solution: Envelope GLEN STUART ASHLEy, P.E. FLORIDA P.E. NO. 62216 2327 HILLTOP FARMS RD. PRATTVILLE, AL 36067 Loads: DL - Dead Load Solution: Envelope 181to GLEN STUART ASHLEY, P.E. FLORIDA P.E. NO.62216 2321 HILLTOp FARMS RD. PRATTVILLE, AL 36067 Loads: DL - Dead Load Solution: Ehvelope 180 132 84 [cbi 0 W C1 � N tj ®, • �'! Front Elevation Inside --INAME -- - -DRAWN JLN Steel iAPPROVED. ! _ PROPRIEI ARY AN[) CONFIDENTIAL DENTIAL N— j I ---- DESCRIPTION V ME INFORMATION CONTAINED IN THIS i - DRAWING IS THE SOLE PRCDPERTY OF HYDROSWING, INC. ANY REPRODUCTION IN PART 0R AS A WHOLE NITHOUTTtiE WRITTEN PERMISSION OF 4 f VID OSWING, INC. IS L_ 'ROHISIfED. _ -- - __--- - DATE 1 12/14/09 "� �h .M R0SWIf-lg@ --- - rw Hydraulic Doors & Wal Is ^ ----I Aero Shade Technologies, Inc ATE 1E BY j � "st Aero Shade Technologies, Inc �SHEEIf 34299-1 """1"--'aaudA'tsa�raevvniH—'--RaucaarerttxsTre'°�`�� /� E al---i 55' 0" J 1 18' 9" 3 Tru:;s Detail 4 O 00 a 01N N Inside I NAME DATE 04-1yoRMSwInI mmlaawrF -iDRAWN ~� JLN i 12/14/ Hydraulic Damrs & Walfs Steel JAPPROVED —-- P - _ REVISIONS _ Aero Shade Technologies, Inc PROPRIETARY AND CONFlDEMIA,. NO.; DESCRIPTION ^ DATE j . BY 60 THE INFORMATION CONTAINED IN THIS l Aeno Shade Technologies, Inc DRAWING IS THE SOLE PROPERTY OF HYDROSWI NG, INC. ANY t REPRODUCTION IN PART OR AS A WHOLT° i +I-- �34*299-1 I WITHOUT THE WRITTEN PERMISS ION 1 _ HYDROSWING, INC. IS _ T wu7�rRr""!j PROHIBITED._ __,..�ALi.._! 55� On 18� 9„ I /�L SCE 2 1 5 4 Inside - Steel_ PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF HYDROSWING, INC. ANY' REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF HYDROSWING, INC. IS PROHIBITED. ;3 1 Pin Plate 2" Outrigger 6x.2x3/8 @ 5.25' 3 Tube Gusset 5.25" 1 4 Tombstone - i 5 Top Web 2" @ 1 /2" 6 Diamond Gusset 4x4x5/16 Pinpoint Location 31.375" NAME I DATE — —r-1 Hydraulic boors & Walls REVISIONS —1— y I Aerhaae Technologies, Inc RIPTION ID —BY I—wsra— T—� I Aero Shade Technologies, Inc '— �34299-1 i A3�RDDL`AtY➢97GfGWIDTII""�R�ACHbP@IfNb1�EWpt"`I 5cale�� 1 Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Global Display Sections for Member CaIcs 5 Include Shear Deformation Yes Area LOaQ mesh tin-2) 4 Me dl rand a 1. P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th PWO-m Wood Code NDS 9 /97: ASD Concrete Code ACI 2002 Number of Shear Regions 4 fti. WSW 0"WWOMMOM 4 Biaxial Column Method PCA Load Contour' Stress Block No A GLEN STUART ASHLEY, P.E. FLORIDA PE. NO. 62216 2327 HILLTOP FARMS RD. PRATTVILLE 36067 IOl$�Iv Hot Rolled Steel Properties I nh.l r u—a M rLl.,il Kh, T;,-- A-Iczz C% n—;k,ri,94mm \A-wrt--n I A36 Gr.36 29000 11154 .3 .65 49 ........... 36 ................ 3 A992 29000 11154 .3 .65 .49 50 .? ........... 5 A500 Gr.46 29001) M54 I I bb 1 .49 4b Joint Coordinates and Temperatures Label x ffti Y [ft] z ffti Temp [FI Detach From Diap NI 0 19 0 0 mom 3 N3 0 0 0 0 ' A n n Riffi4aw 7 N7 7.5 19 0 0 ZE - N, RUMW�mm 9 N9 11.5 19 0 0 MOMOOMM 'gem 11 Nil 15.5 19 0 0 13 19.5 19 0 0 'N13 . . ...... KII R 94 r% 1Q n RISA-313 Version 7.0.2 fC:1RISAXuntitIed.r3d1 Page 1 Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Joint -Coordinates and Temperatures (Continued) Label x fftl Y MI z rftl TemF Detach From Diap 17 N17 27.5 19 0 0 w 1- MM2W$M0 EM&M 19 N19 31.5 19 0 0 3. 21 NN 35.E 19 0 0 23 N23 39.5 19 0 0 25 N25 43, 19 0 0 Ac MMWMWO�� -I am WROOM 1 27 N27 47.5 19. 0 0 29 'N29 51.5 19 0 0 M N31 0 3 0 0 Mom RMIUMM R 33 N33 7.5 3 0 0 mum 35 N35 15.5 3 0 0 1371 N37 1 23-5 1 3 0 0' 39 N39, 31.5 3 0 0 55 41 N41 39.5 3 0 0 Ac MEN= NOOMMMI 43 N43 47.5 3 0 0 45 N45 55 3 0 0 I 47 I N47 q ti 7 n n 49 N49 11.5 7 0 0 .51 N51 19.5 7 0 0 2w . MSMWMM�� 53 N53 27.5 7 0 0 MMXMM MUSIC%= Mwdmw 55 , N55 35.5 7 0 0 .......... 909MINSWUM �� Wwm I lot KIA7 q 4r% 3.5 7 n w n ACSORMN Mm. 59 N59 51.5 7 0 0 61 N61 .0 19 0 0 .63 N63 7.5 11 0 0 MOMMIENWE MMM Magm 65 N65 15.5 11 0 0 IWWMMNWMMM�9:� a-7- I Kla7 I . -110 c A A n n 1691 N69 1 31.5 1 A�ll 0 1 0 1 KISA-3D Version 7.0.2 MARISMuntitled.r3d1 Pailp 9 Company Jan 17, 2.010 Designer 8:06 PM Job Number: Checked By: Joint Coordinates and Temperatures (Continued) Label x ft Y. ft z fftl Temp fFl Detach From Diap... 71 N71 39-5 11 0 0 XMIEW Owxfflv'_S 73 N73 47.5 11 0 0 75 N75 55 11 0 0 9L I&MORMI _ 77 N77 - 3.5 15 0 0 mm .0. 79 N79 11.5 15 0 0, ,A SNOWN8 MOM ....... 81 N81 19.5 15 0 0 83 N83 27.5 15 0 0 . . . . . . . . . . . . . . . 85 N85 35.5 15 0 0 ............................................ . 87 N87 43.5 15 0 0 66, 89 N89 51.5 1 15 1 0 0 1 Joint Boundary Conditions Joint Label XfkfinI Y fkfinl Z fkIinI XRot. fk-fUradl YRot. rk-ftfradl ZRot. fk-fUradl Footina 1 N6 Reaction Reaction mom 3 N18 Reaction Reaction M RWOWRIWORR loom 5 N30 Reaction Reaction 7 N7 Reaction Reaction Reaction A2 MOMTHM Ukiiam 9 M5 Reaction Reaction Reaction 11 N23 Reaction I Reaction I Reaction I I 13 N2 Reaction I Reaction I Reaction Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Shape Type . Desian List Material Desian Rules —1 MI N1 N2 HSS4X4X3 Beam Wide Flange A572Gr.50 Typical -I 'R.-A.- 3 ON= alw6wo 3 M3 NI N3 -90 HSS5X2X6 gig Beam Wide Flan' ge A572 Gr.50 Typical 5 M5 N5 N6 90 H884)(2X4 Beam lWide Flan cielA572Gr.50 Typical mom Wide. a 7 M7 N9 NIO 90 HSS4X2X4 Beam Wide Flanoe IA512 Gr.50 ical _w M9 N13 N14 96 HSS4X2X4 I Beam Vide Flange IA572 Gr.50 T ical, J. Sm x RISA-313 Version 7.0.2 [CARISAXuntitled.r3d] Page 3 Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Member Primary Data (Continued) Lam i joint j joint K Joint KE)tate(CleP) t5ectioni-Snape I We Desi-cin List Material I 11 Mil N17 N18 .90 HSS4X2X4 Beam Wide Flange A572 Gr.50 13 M13 N21 N22 90 HSS4X2X4 Beam Wide Flange A572 Gr.50 fmisizo P At -'stse 7 15 M15 N25 N26 90 HSS4X2X4 Beam IWide Flange A572 Gr.50 Acommiomw A572 d66 17 M17 N29 N30 90 HSS4X2X4 Beam Wide Flange A572 Gr.50 Mw R5 Wide. :1 19 M19 N32 N33 90 TU2X2X2 Beam Wide Flan a A572 Gr.50 2 *NUN 21 M21 N34 N35 90 TU2X2X2 Beam Wide Flange A572 Gr.50 IwMM wde'sFlan 'e wpw:;.' M23 N36 N37 90 Beam Wide Flange A572 Gr.50 -2.3...A z7-+,'-.TU2X2X2 25 M25 N38 N39 90. TU2X2X2 Beam Wide Flan e 72 Gr.50 At U04" dfMUM' 27 M27 N40 N41 90 TU2X2X2 Beam Wide Flan a A572 Gr.50 7 29 M29 N42 N43 90 TU2X2X2 Beam Wide Flange A572 Gr.50 .Wide 31 M31 N44 N45 90 TU2X2X2 Beam Wide Fla A572.Gr.50 . . . . . . . . . . . . . . . . . . ....... .................. . . . . . . . . . . 33 M33 N47 N48 90 TU2X2X2 Beam Wide Flan A572 Gr.50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - ------- 35 M35 N49 N50 90 TU2X2X2 Beam Wide Flange A572 Gr.50 AcEav$OW22146 MEMMO "*F...I' i* #W00C. 37 M37 N51 N52 .90 TU2X2X2 Beam Wide Flan�2 A572 Gr.50 292 zwwc-"I;. ON= 39 1 M39 N53 N54 90 TU2X2X2 Beam Wide Flange A572 Gr.50 . ...... ... M4 Wide. 41 M41 N55 N56 90 TU2X2X2 Beam Wide Flame A572 Gr.50 TU2X2X2;' 43 M43 N57 N58 90 TU2X2X2 Beam. Wide Flan JA572 Gr.50 .Wide 45 M45 N59 N60- 90 TU2X2X2 Beam. Wide Flan A572 Gr.50 ALMM moo" 47 M47 N62 N63 90 'TU2X2X2 Beam Wide Flancle A572 Gr.50 N ` 50 r AU2X2X2 E 49 M49 N64 N65. 90 TU2X2X2 Beam Wide Flange A572 Gr.50 51 M51 N66 N67 90 TU2X2X2 Beam Wide Flange A572 G.r.50 .50 53 M53 N68 N69 90 TU2X2X2 Beam Wide Flan a A572 Gr.50 U54 55 M55 N70 N71 90 TU2X2X2 Beam IWide Flange A572 Gr.50 57 M57 N72 N73 90 TU2X2X2 Beam Wide Flange A572 Gr.50 k 59 M59 N74 N75 .90 TU2X2X2 Beam Wide Flange A572 Gr.50 ............ ......... ......... . . . . . . . . . . . . . . . . . . 1%4 61 M61 N77 N78 90 TU2X2X2 Beam Wide Flan # A572 Gr.50 63 M63 I N79 N80 90. TU2X2X2 Beam Wide Flan ae A572 Gr.50 RISA-31) Version 7.0.2 [CARISMuntitled.r3dI Page 4 Company Jan 17,2010 Designer 8:06 PM Job Number: Checked By: Member Primary Data (Continued) I nhP1 I -Inint I Inint V - Win* PnfnWdvin1 Aa -finn/Ahnnm Tuna 11—i I i.+ RA.+i�l rl—inn D..I-- vt 65. M65 N81 N82 90 TU2X2X2 Beam- Wide Flan A572 Gr.50 Typical of I Mor I NO.3 N04 I - Vu i ueAzAz t5eam jVvfideqg-n- Fige i-w-1 I --- Wa-1 Wide P1 .69 M69 N85 N86 90 TU2X2X2 Beam Wide Flange A572 Gr.50 Typical 71 M71 N87 N88 90 TU2X2X2 Beam Wide Flan-ge A572.-Gr.50 Typical - - 77 �. + S � - - * N8'.,�'� �f!W,- O f 8' 73 M73 N89 N90 90 TU2X2X2 I Beam Wide Flan gelA572 Gr.50 Typical Basic Load Cases P1 r. nrinf6n r'.+o. , Y i';h, V f'_—A+%, 7 fl—Ah, 1-in+ 0_;_4- A-- /RA_ I WIND SUCTION WI- 212 pyo"PAW SON— MM 3 BLC I Transient Area.. None 395 M 490V*4**w Load Combinations npanrinfinn AnIvra Pn A P R1 r' 9=nr+ Q1 r' 9:.,+ Of f-- 17+ Of r1=+-, Pf t' M—t— 01 r' C. Of t' C+ 121 f- C-4— �MFTMTTWTU, 'Member Area Loads (BLQ 'Member Area Loads (BLQ 1 : WIND SUCTION) Joint A Joint B Joint C Joint D Direction Distribution M itudefksfl N1 N2 N4 T N3 z TWO W14Y 117�704 Member Area Loads (BLC 2: IMND PRESSURE) Joint A Joint B Joint C Joint D Direction Distribution Maqnituderksfl NI N2 N4 N3 z Two Way -.032 Envelope Joint Displacements Joint X in 10 Yin 10 Z in Ic X Rotation r... Ic Y Rotation r... Ic Z Rotation F... Ic F—i Ni max (I I I I n I I I i) I I I -A ASP -A I I I -A 1 AP -A I 1 -2 90AP-A 1 m 3 N2 max 0 1 0 1 0 1 -4.855e-3 I 6.156e-4 I 2.004e-4 1 N3 max 0 1 0 1 -.017 1 4.635e-3 I -3.443e-4 I 4.1164e-4 1 .7 N4 maxi -0 1 1 0 1 -.017 1 3 1 3.469e-4 1 1.164e-4 1 _4,643e -9 N5 max 0 1 -.01 1 .013 1 -6.553er3 1 2.614e-5 I 2.528e-5 I MOM w 1A I I KIA n I I ni I i I n I I A 749a_4 1 -0 Rr%c%-A I - II.AAAaAl I w 1 13 1 N7 Imax I 0 1 1. 0 1 1 1 0 1 1 1-8.351 e4j 1 1 5.24e-5 I 11.799e-61 1 1 RISA-31D Version 7.0.2 MARISMuntitled.r3d1 Page 5 Company Jan 17, 2010 Designer 8:06 PM Job Number Checked By: Envelope Joint Displacements (Continued) Joint X 111711 Ic Yin Ic Z in Ic X Rotation r.. Ic Y Rotation F... Ic Z Rotation F.. 10 .4 15 NS maxi 0 1 -.001 1 .062 1 8.078e-3 1 1-8-.897 �- 3.065e-6 1 .1 fr -I f I NU maxi U -.U'l 'I Xur I I -9.29re-3 I I I --L 11346-5 1 1 1-0.44ee- f 'I AM mom M 19 NIO max 0 1 -.01 1 .054 1 9.115e-3- 1 1.079e-3 1 -2.423e-6 1 21 NII max 0 1 0 1 0 1 -9.853e-3 I -3.,595e-5 1.-7.797e-7 ME -1 23 N12 max. 0 1 -.001 1 0 1 1.007e-21 I 1.857e-41 I -1.59le-6 I 25 N13 max 0 1 -.01 1 .009 1 -1.002e-2 1 -1.712e-6 I -1.313e-7 1 ......... zf N14 maxi U 11 1 -.Ul 1 1 Mf 1 1 9.80tie-3 i 1-8.086e 4 i 1-8.69je-7 A �3w= A2 29 N15 max 0 1 0 1 0 1 -1.018e-2 I 2.883e-5 I -4.227e-8 I .Momw2w M M M M M AMI M 31 N16 max 0- 1 -.001* 1 .039 1 9.873e-3 I 7.492e-4 1 -3.946e-7 1 33 N17 max 0 .1 -101 1 .007 1 -1.015e-2 1 -2.532e-8 1 0 1 2WOMUM M M M M M M M 35 N18 max 0 1 -.01 1 0 1 1.032e-2 1 0 1 0 1 'b 37'1 N19 I maxi 0 1 1 1 0 11 1 .0 I 1 1 . 1-1.018e-21 1 I 1-2.876e-511 Iml 14.227e-81 1 ti -Mm 391 N20 lmax l 0 1 l'I --001. 1 1 1 -039 1 1 1 9-865e-3 1 1 1-7 48qp--A I I 1394A- 7' 1431 N22 I max i 0 11 1 -.01 11 1 .037 1 1 1 18.062e-411 18.691e-71 1 1 45 N23, max 0 1 0 1 0 1 -9.854e-3 I 3.57e-5 I 7.797e-7 I W- jW M M M M M ZE 47 N24 max 0 1 -.001, 1 0 1 1.,008e-2 I -1.799e-4 I 1.591e-6 I 9 N25 max 0 1 01 1 .007 1 -9.301e-3 1 11.69e-5 I 8.422e-7 1 MAW ww"OWM 51 N26 max 0 1 -.01 1 .054 1 9.107e-3 1 -1.074e-3 I 2.423e-6 I PRO! M M SM N'27 max 0 n I I n I A 1 -5 1 A9P-5 1 -1 79AP-A 1 n. 55 N28 max 0 1 -.001 1 .061 1 8.0966-3 1 8.824e-4 1 -3.065e-6 1 MI WE ffifto ffiffla M. "M882 M.,.3:065e�6' 57 N29 max 0 1 -.01 1 .013 1 -6.557e-3 I -2.624e-5 I -2.528e-5 1 2E OWN M AM* M 777= W04; M W X 59 N30 maxi 0 1 1 -.01 1 0 1 6.75e-3 1 9.832e-4 I I 1.564e-5 I 777= 61 N31 max 0 1 0 1 .141 1 3.978e-3 I -1.664e-3 I -8.316e-6 1. J 777= n ni 11 9AA I 1 1 =l 65 N33 max l 0 1 1 -.001 1 .34 1 7.024e-3 1 -1.497e-3 1 -1.325e-7 1 RISA-3D Version 7.0.2 fC:XRISAXuntitled.r3dl Page 6 Company Jan 17, 2010 Designer 8.0.6 PM Job Number: Checked By: -Envelope Joint Displacements (Continued). 71 1 N36 max I 0 1 -.01 1 1 .374 1 1 8.498e-3 1 1-5.922e-4 I 1-3.837e-7 I 73 N37 max 0 1 -.001 1. .378 1 8.544e-3 I 4.549e-4 1 -1.801e-7 I 7-7 75 N38 max 0 1 -.01 1 .357 1 8.991 e-3 1 6.199e-6 1 0 1 ...... . . . . . . . 77. N39. max I 0, 1 -.001 1 .378 1 8.543e-3 I -4.592e-4 I 1.801e-7 1 79 N40 max 0 1 -.01 1 .375 1 8.501e-3 I 5.757e-4 1 3.837e-7 1 .......... 81 N41 max 0 1 m.00.1 1 .349 1 8.804e-3 I 3.251e-5'. 1 6.621 e-7 i M8$0"M4_251 MOM A2 83 N42 max 0 1 -.01 1 .367 1 7.902e-3 I -3.368e-4 1 6.005e-7 1 AU MOMM-11- M M M M M M M 85 1 N43 maxi 0 1 -.001 1 .341 1 7.036e-3 I I 1.475e-3 I 11.325e-7 1 ......... . . . . . . . . . . . . . . 87 N44 max 0 1 -.01 1 .234 1 5.907e-3 I 2.348e-3 I 1.058e-5 I 89 N45 max 0 1 0 1 .142 1 3.986e73 I 1.667e-3 I 8.316e-6 1 . . . . . . . . . . . . . . . . . . ....... . . . . . . . . .. . 91 N46 max 0 1 1 0 1 1 .286 1 1.875e-31 1 -2.867e-3 1 -3.244e-5 i memo Y M M 93 N47 max 0 1 -.01 I .445 1 2.606e-3 1 -3.503e-3 1 -8.61612:9e-6 1 95 1 N48 Imax i 0 1 0 1 .59 1 2.99e-3 I 1-2.005e-31 1 3.607e-6 1 A 5&3 _1. 6076;w 97 N49 max 0 1 -.01 1 .649 1 3.39e-3 1 -4.017e-4. 1 9.697e-7 i SqUiRMBE M MMWEMM M M ="!.01 M 99 N50 max 0 1 0 1 .663 1 3.85e-3 I -2.213e-4 1 7.011e-7 1 AM= M M M M M M7_M 101 N51 max, 0 1 -.01 1 .679 . I 3.733e-3 I -3.554e'-4 I 15.403e-7 I 103 N52 max 0 1 0 1 .684 1 3.746e-3 1- 1.69e-4 I 2.864e-7 1 logo= �MM, M M L7� M" 64 M 105 N53 max 0 1 -.01 1 .678 1 3.951 e-Z 1 -7.88e-6 1 0 1 107 N54 max I 0 1 0 1 .684 1 3.754e-3 I -1.53e-4 I -2.864e-7 I A 109 N55 max 0 1 -.01 1 .679 1 3.728e-3 1 3.351 e-4 1 '-5.403e-7 1 AwRw==Mk M M M M M M ill N56 max 0 1 1 0 1 .664 1 3.848e-3 I I 2.36e-4 I 1-7.011e-7 1 113 N57 max 0 1 -.01 1 .649 1 3.4e-3 1 4.061e-4 1. -9.697e-7 I ............. 115 N58 max .0 1 0 1 .591 1. 2.992e-3 1 1.985e-3 I -3.607e-6 I ill N59 I max 0 1 -.01 1 .445 1 2.598e-3 1 3 512eT3 I 8.669e-6 1 3wm� MI viol 2k"8 M -. WO *i` MI 9§'g; 6 i M 119 0 1 1 0 1 1 .287 1 1 1.876e-3 1 2.868e-3 1 1 3.244e-5 ' 1 RISA-3D Version 7.0.2 [CARISAXuntitled.r3d] Paqe 7 Company Jan 17, 2010 Designer 8:06 PM Job Number Checked By: Envelope Joint Displacements fConfinziadj point x, in IC Yin Ic Z fini Ic X Rotation f.. Ic Y Rotation r. Ic Z Rotation _ * , -:inn 4 `2 121 N61 max 0 1 0 -9.001e-4 I 1-3.003e-3 I 1-4.014e-5 a 400 NOZ Imaxi U .1 .1 1 _.U'I I '1 1 .41 .1 _'Lbbe-a I I -.5.4U.5e-.51 -1 -4.UZOe-o -1 A 2 iM 125 N63 max 0 1 0 1 .608 1 -2.284e-3 I -1.896e'-3 1 3,972e-6 1 hE ONO= M 127 N6 4 max 0 1 -.01 1 .672 1 -2.473e-3 I -6.728e-4 I 1.834e-6 1 129 N65 max, 0 1 '0 1 .698 1 -2.453e-3 I 7-3.138e-4 I 1.263e-6 I 131 N66 max I 0 1 1 1 .71 1 -2.475e-3 I -2.183e-4 I 9.296e-7 1 ............. 133 NU maxi U 1 1 1 U 1 1 fl.!) 1 1 -1.51ze-31 1 1 zxme-!) -1 1 14.783e-77 1 Aa= MEMS M M N "WK M 135 N68 max 0 1 -.01 1 .715 1 -2.453e-3 I -4.379e-6 1 0 1 137. N69 max 0 1 0 1 .715 1 -2.518e-3 1 -2.388e-5 1 -4.783e-7 I _3 Ad 139 N70 max 0 1 -.01 1 .71 1 -2.479e-3 I 2.139e-4 1 -9.296e-7 1 Nk go= gi r0 M M M M M M 141 N71 max 0 1 0 1 698 1 -2.456e-3 1 3.111 e-4 I -1.263e-6 I IWIMMOM 143 J N72 maxi 0 1 1 -.01 1 1 .672 1 1-2.465e-3 I 6.794e-4 1 i-1.834e-6 1 1 21. AK Am BMW Am now M M M h 145 N73 max 0 1 0 1 .608 1 -2.295D-3 1 1.885e-3 I -3.972e-6 1 Aw _Ii�.-i"IY'I'_'.--I BE M M M = 21 'j`: "96" M M 147 N74 max 0 1 -.01 1 .471 1 -1.554e-3 I 3.413e- , 3 1 4.026e-6 I . . . . . . . . . . . . . . 1491 N75 maxi 0 1 0 1 .311 1 -9.033e-4 I 3.e-3 I 4-014e-51 1 1 Mlh 151 N76 max 0 1 0 1 .204 1 -3.417e-3 I -2.098e-3 I 2.571e-5 I 1,53 N77 max 0 1 -.01 1 .305 1 -5.105e-3 1 -2.029e-3 I -2.044e-5 1 155 N78. max I 0 1 1 0 1 .382 1 -6.814e-3 I -1.116e-3 1 2.618e-6 1 157 N79 max 0 1 -.01 1 .426 1 -7.43e-3 I -4.911e-4 I -2.406e-7 I Oman 1.59 NRn MAY n I n I I 44.% 1 1-7 Rn2p-3 1 1-9 411 P-41 1 -1 RI9P-71 I Aw w7:8b2e 3M M 161 N81 max 0 1 -.01 1 .455 1 -7.809e-3 I -1.183e-4 1 -1.128e-7 I 163 N82 max 0 1 0 1 .454 1 -7.969e-3 I 6.05e-6 1 -4.17e-8 1 165 N83 max 0 1 -.01 1 .458 1 -7.887e-3 I -3.542e-I 1 0 1 3M Mvk MOM"ImMa Mm4w M;tw"M A2 167 N84 max 0 1 0 1 .455 1 -7.976e-3 I -2.819e-6 I 4.17e-8 I I TA -- EA R 1-7 -97 6 a K IJQ r% MOVI n I i I -n I I A Arid A '1 an7dm_4 I 1141im-A 1 1 19ftc%_7 4 171 N86 max I I 1 0 1 .443 1 -7.805e-3 I 2.383e-4 1 1.819e-7 1 f. ISA-313 Version 1.0.2 [GARI5A1untitled.r3d] Page; Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Joint Displacements (Continued) c"11'FASIAnn feint an�nfi�nc joint A [K] 10 Y [k] is Z [k] Ic MX Fk-ftl is MY Fk-ft] Ic MZ fk-ftl Ic 1 N6 Imax i .032 1 0 1 -.709 1 1 0 1 1 0 1 0 3 N12 max I -.002 1 1 0 1 -.978 1 0 1 0 1 0 1 5 N18 max 0 1 .0 1 -.915 1 0 1 0 1 0 1 Ec1. 7 N24 max .002 1 0 1 -.978 1 0 1 0 1 0 1 0 9 N30 max -.,2 1 0 1 -.709 1 0 1 0 1 0 1 Am WO 2. Ili I N1 max -.04 1 .864 11 1 -.225 1 0 1 0 1 .0 --11 13 N7 max .003 1 1.055 1 -.665 1 0 1 0 1 0 ---------- 15 N11 max .001 1 1.049 1 -.627- 1 0 1 0 1 0 1 1 17 N15 I max I 0 1 1.05 1 -.623 1 0 1 D 1. 0 1 U� w 19 N19 Imax l 0 1 1 1 1.05 1 -.623 1 0 1 0 1 0 WE 21 N23 Imax I -.001 1 1 1 1049 1 1 -.627 1 0 1 1 0 1 0 1 Ea -lope Me.mbior Qdi Von Forces Member Sec A)dal[k] Ic v Shearl Ic z Shearl Ic Tor guerk-ftl Ic Y-Y Mornen... Ic z-z Momen... Ic I Ml I maxi 0 1 1 .153 1 -.031 1 .376 1 -.19 1 .119 1 M1 3 2 max l 0 1 -.18 1 .156 1 .107 1 .04 1 .033 1 5 3 max 0 1 -14 1 -.135 1 .005 1 -.279 1 -.327 1 7 1 4 Imax � 0 1 1 .18 1 1 -.1,56 1 1 -.107 1 1 .04 1 .033 - I RIM m IM MASWIAM TMOMM AN Mona AN RISA-3D Version 7.0.1 [CARISMuntitled.r3d]. Page 9 w Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Forces Monfinued) mercer Sec BaalI IC V bnearlKl Ic zShe arlKI Ic Tor quelk-ft] to Y-yMomen... Ic z-z Momen... Ic 63 2 max -.207 1 .137 1 0 1 -.013 1 .001 1 -.969 1 ua .5 imax -.13.5 1 1 U .1 1 U 1 .1 1 uz .1 1 lu .34 T 67 4 max -.058 1 -.144 1 0 1 .054 1 0 1 -.999 1 69 5 max .017 1 -.259 1 0 1 .074 1 .0 1 .005 1 71 M8 1 max -.628 1 .289 1 1 0 1 1 -.015 1 -.001 1 .076 1 73- 2 max -.496 1 .139 1 0 1 -.005 1 0 1 -1.055.- 1 1f5 3 Imax -.3fj3 1 1 .004 1 1 1 u I i I .[)D-t I'l u I I -1.43tS I I 77 4 max -.232 A -.151 1 0 1 .016 1 0 1 -1.095 1 79 5 max -.101 1 -.315 1 0 1 .019 1 0 1 .07 1 tr 81 M9 1 max -.28 1 .269 1 0 1 -.009 1 0 1 0 1 . . . . . . . . . . 12 83 2 max, -.207 1 .136 1 0 1 -.001 1 0 1 -1.057 1 85 3 1 max -.133 1 1 0 1.1 0 1 1 -.01 1 1 0 1 1 -1.417 1 1 87 4 max. -.058 1 -.152 1 0 1 -.017 1 0 1 -1.052 1 W ZZERM =`!.` ffi - 1:;;.1M ,1w 1.89 5 max .017. 1 -.263 1 0 1 -.021 1 0 1 -.019 1 .:...,:.::,..:min..::,::::: .i --f-6viffim MINOS MORWM M M 91 M10 I Imax, -.629 1 ..287 1 0 1 -.002 1 0 1 .036 .1 -T 93 2 maxi -.496 1 .135 1 0 1 .002 1 0 1 -1.083 1 94 3 ROW 95 3 max -.364 1 -.009 11 0 1 1 .01 1 1 0 1 -1.434 1 in 97 4 max -.232 1 -.15 1 0 1 .021 1 0 1 -1.061 1 99 5 max -.101 1 -.265 1 0 1 .029 1 0 1 -.022 1 5t. Mi 101 U11 I Ma 97 Ill n Ill n i I n -ni I 103 2 max -.207 1 .138 1 0 1 0 1 0 1 -1.074 1 AM M w w M 105 3 max -.133 1 .004 1 0 1 0 1 0 1 -1.459 1 MAW 107 4 max -.058 1 -.152 1 0 1 .001 1 0 1 -1.115 1 109 5 Imax .017 1. -.313 1 0 1 0 1 0 1 .051 Ill I sill RA17 llrll� I .1 IMOVI I jlllu^l -A,>a .ww 1 31 w I I I I I nn,> I I I in 113 2 max -.496 1 .137 1 0 1 -.002 1 0 1 -1.086 1 MOji WWD03W99WWORMMEW09AWMWM W USA-30 Version 7.0.2 fCAR1SAXuntit1ed.r3c1j Page 11 panui;uoo saojof uoyoaSjagwaw a olanug :�t9 Pa�loa4� : jagwnN qor Wd 90:8 .18U61sad movzb Uer Auedwoo Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Forces (Continued) mem0er Sec A)aajiki Ic v Shei Ic z Shear fkl Ic Tor quefk-ftj Ic V-y Momen... Ic z-z Momen... Ic 3W 1691 1 5 Imax .026 1 -.223 1 003 1 -.135 1 .005 .1 .061 1 I M'l 0 1 -1 Imax UZ3 1 1 _.u4O_ 1 '1 1 -.U3.5 'I I -.U.50 I 'I I U40 I 'I ti 173 2 max .023 1 -.036 1 -.027' 1 -.036 1 .019 1 -.035 1 Mc MEE M M M M M M 175 3 max .023 1 -.02 1 -.022 1 -.036 1 -.003 1 -.012 1 .......... 177 4 1 max .023 1 -.003 11 -.017 1 1 -.036 1 -.02 1 0 1 E7 5 max .02 1 .006 1 -.011 1 -.036 1 -.032 1 -.003 1 181 MW I I max UL3 II -.Obt 1 1 .003 1 i I -.Dig I i .-.U13 1 _.Ob 1 AM 3. A200 183 2 max .023 1 -.04 1 .009 1 L-.018 1 -.017 1 .002 1 185 3 max .023 1 -.032 1 .015 1 -.018 1 -.004 1 .035 1 AWM mmol mud M 187 4 max .023 1 -.002 1 .021 1 -.018 1 .014 1 .049 1 AK Mhfi023. M 0M M M M M 189 5 max .023 1 .006 1 .027 1 -.018 1 .038 1 .044 1 27 191 M20 I I max .02 1 -.031 1 1 -.026 1 1 -.014 1 .036 1 1 .021 1 AW MAH M XMM OcMumaw M 193 2 max .02 1 -.022 1 -.02 1 -.014 1 .013 1 .049 1 3K Mffi= M EU M M w M 195 3 max .02 1 -.001 1 -.014 1 -.014 1 -.004. 1 .067 1 11971 4 Max, 1 .02 - - - 1 1 .024 1 1 1 -.008 1 1 -, 014 1 1 .048 .1 199 5 max l .02 1 .032 1 -.002 1 -.014 1 -.02 1 .019 1 201 M21 I maxi .019 1 -.014 1 .002 1 -.015 1 =.02 1 0 1 MOROM . . . . . . . . . . . . 203 2 max l .019 1 -.005 1 .008 1 -.015 1 015 1 1 .013 1 max ..019 1 .028 1 .014 1 -.015 1 -.064 1 .006 1 hKOM9 M -,, M ...w( .01 C9 1 1 1 W . .... ........ . . M IRWIN M it 209 5 max .019 1 .053 1 .026 1 -.015 .036 1 -.072 1 . . . . . . . . . . . . . 211 M22 1 max .018 1 -.051 1 -.026 1 .005 1 .036 1 -.075 1 213 2 max l .018 1 -.034 1 -.02 1 .005 1 .013 1 -.028 1 215 3 max .018 1 -.026 1 -.014 1 .005 1 -.004 1 -.002 1 mI 1917 n1st I I and I nnR i nnr, 1 -nij; 1 nnr, 14 219 5 Imax. 0I8 1 .012 1 -.002 1 .005 1 -.02' 1 -.005 1 OW R" ;� I-K`*-� moo RISA-3D Version 7.0.2 [CARISANuntitled.r3d] Page 13 Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Forces (Continued) MeTnDer Sec A)aa]IKI Ic v SheI is z She ] Ic Tor auefk-ft] Ic y-y Mornen... Ic Z-z Momen... Ic 2211 M23 I max .017 1 -.032 1 1 0 -.001 -1 -.092i-j . . . . . . . ..... 2231 2 max .017 A -.024 .008 1 0 1 -.015 1 .027 1 Ti.- Mi.min.-i j U. -l"! .1 225 3 Imax .017 1 -.003 1 .014 1 0 1 -.004 1 .047 1 IM Oman= mum M 227 4 max 017 1 .022 1 .02 1 0 1 .013 1 .029 1 'fill 229 5 max .017 1 .031 1 .026 0 1 .036 1 .002 1 w W -1 IE 0 EM036M1' f it 231 M24 1 max .017 1 -.016 1 -.026 .1 -.007 1 .036 1 -.006 1 W777:7-Mffi OMM M52MEM M WINAWA2 233 2 max .017 1 -.007 1 -.02 1 -.007 1 .013 1 1 .009 1 . . . . . . . . . . . 235 3 Imax .017 1 .026 1 -.014 1 .007 1 -.004 1. 003 237 4 max .017 1 .035 1 -.008 1 -.007 1 -.015 1 -.024 A 2391 5 max .017 1 .051 1 m.002 1 -.007 1 -.02 1 -.071 1 241 M25 I Imax- .017 1 -.049 1 .002 1 .007 1 -.02 1 -.069 1 min 243 2 Imax .017 1 -.033 1 :008 1 .007 1 -.015 1 -.024 1 2451 3 max l .017 1 1 -.024 1 1 .014 1 .007 1 -.004 1 .001 1 247 4 max .017 1 .005 1 .02 1 .007 1 .013 1 .008 1 249 5 max .017 1 .013 1 .026 1 .007 1 .036 1 -.005 1 •i 251 M26 .1 max l .017 111 -.03 -.026 1 0 1 .036 1 .001 1 "l EE 253 2 max .017 1 -.022 1 -M 1 0 1 .013 1 .028 1 -io . . . . . . . . . . 255 3 max '.017 1 -.001 1 -.014 1 0 1 -.004 1 .046 1 iMAMMMEMEK 2KORWMAMbi It MUO W O"M M 257 4 max .017. 1 .024 1 -.008 1 0 1 -.015 1 .027 1 259 5 max .017 1 .032 1 -.002 1 0 1 -.02 1 -.002 1 261 M27 1 max .018 1 -.015 1 .002 1 -.005 1 -.02 1 -.007 1 w Mffi Az M M M ?N=M RN �& 263 2 max - ..018 1 -.006 1 .008 1 -.005 1 -.015 1 .007 1 7 � M M MM�180M 265 3 Imax .018 1 1 .027. 1 1 .014 1 005 1 --.004 1 0 1 Ift 267 4 max .018 1 D36 1 .02 1 -.005 1 .013 1 -.027 1 MMO 269 5 max .018 1 .052 1 .026 1 -.005 1 .036 1 -.075 1 271 M28 I max l .019 11 1 -.051 .1 1 1 -.026 .1 .015 1 .036 1 -.069 1 051 DER M 273 2 max .019 1 1 1 -.034 11 1 -.02. 1 .015 1 .013 1 -.023 1 RISA-3D Version 7-0-2 MARISAXtintitled-rMl Pane 14 W 0 EQ. 12 cD E ca r- = CL . tmz E oQ)O OC3 ge E ton in N.- LO co Do co r*- CO C,) Ln Ln: CO CO LO a o co 'CD 0 a 0 COV -a g C,41 Cl)Cd) CKO 0 oil, C-4:: CD 7 -.00 ca (L N IJ .,.o ..... .... 01 00 V) fl- C", o L LO 04 C14 LC) C0 v LO �5 V) r— r LO 000 coo: col) I > . . ....... .... .... -.,- . I . . - . ..... ... 00 CD r r COC� C) `0 co co co cq CO co 0 c ;. , , cz -CY 0 77-1 V7 C14 C,j n 4 co C', C,j N co CnD 'o (N CO 04 CN Co. CD C2 v 04 C14 L v -1.,..,. 00qO 10 C-4 C', ,cq m -IM 0, 0 lo 9,C)i C', T- 17 ro 04 IMI Cj 0 moo 04 C0000 co P. Lo V) co.' C14 A Ic,04 S4 a c I .St. IN V- w 8 6 C C:j . ....... CW C C, 0 cn� c) Oc C) 0, C\V 0 Co C� C, c CT q q -0 L) x E E xl,�,.,2, E,9 >1 -E r x I' -:E mx:"** x X.z ca, -,E X.-, Ca:..,— x cc x w x cc >0 cc I Im xal'; c co cc >1 0 x CC, , E.J.- E : EF. -,- El.�,.. E." E El .... E' I E E E E E ..... .. I E[.... E E E v Lo CN,4 V) w Lo 'N v LO :rz r LO .. co ... ... O1.-.5 I-- N cc) , cl �4` 'Ceo? 420 , r Lc) COL 0 LC) LF) Lc) -Coo Leo, — Lo CO �,, *.� r- - I.O.V CO Cf) CV) CO) CII) V) I. al -, C') - c co vnr, P,-�J;c . C') Company Jan. 17, 2010' Designer. 8:06 PM - - Job Number: Checked By Envelope Member Section Forces (Continued) 7-W j mite Mon 3253 .2 Imax]. .002 1 '1 -.UZ'i -1 1 uuO -1 1 UU.5 1 '1 -.U-1 0 1 -1 -.UUL imbkub Ma M 385 3 max .002 1 . -.013 1 1- .014 1 .003 1 -.004 1 .011 1 387 4 max .002 1 .021 1 .02 1 .003 1 .013 1 .003 1 389 5 max .002 1 .029 1 .027 1 1 .003 1 .037 1 -.025 1 39.1. M40 I max ..001 1 -.031 1 -.026 1 0 1 .037 1 -.012 1 MN6! 2. 1 max .001 I i I -.V22 I _.Uz 1 U 1 1 U13 1 .01S 1 1 1 -3 395 3 max -.001 1 .009 1 -.014 1 0 1 -.004 1 .032 1 Mffi M M M M M M .M 397 4 max .001 1 .024 1 '-.008 1 0 1 -.015 1 .012 1 399 5 max .001 1 .032 1 -.002 1 .0 1 -.02 1 -.016 1 ... . . . . . . . . . . . 401 M41 I max 0 1 -.03 1 .002 1 -.002 1 -.021 1 -.025 1 -A 4031 2 max l 0 1 -.021 1 1 .008 1 1 -.002 1 1 -.015 1 1 .004 11 1 AMmmMMR" 405 3 max 0 1 .012 1 .014 1 -.002 1 -.004 1 .012 1 407 4 max 0 1 .021 1 .02 1 -.002 1 .013 1 0 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 409 1 5 Imax, 0 1 -037 1 .027 1 1 -.002 1 1 .037 1 1' 1 1 ..... .... - -- ----- ----- 411 M42 1 max 0 1 .-.036 1 -.026 1 .007 1 .037 1 -.024 1 413. 2 max 0 1 -.019 1 -.02 1 .007 1 .013 1 .007 1- DEEM MONO AE M A2 415 3 Imax 0 1 -.oil 1 -.014 1 .007 1 -.004 1 .019 1 M=O 417 4 max 0 1 .021 1 -.008 1 .007 1 -.015 1 .009 1 WIMM9 141q 5 max n -1 i177 1 nn2 1 'nn7 11 17112 1 :::1 '002 421 M43 I max 0 1 -.0 1 .002 1 1 -.021 1 .017 1 423 2 max 0 1 -.022 1 .008 1 .007 1 -.015 1 .044 1 0aW NM 425 3 max 0 1 .004 1 .014 1 .007 1 -.004 1 .06 1 427 4 max 0 1 .024 1 .021 1 .007 1 .013 1 04 1 428 MOM FwMMM M MA(M w I A')Q I A IMM'V 1111M^1 W I nzq 1 WW- I 1 I I W>7 1 WL% I -1 I I WWI 1 1 1.1 nq7 Wsf 1 nii 431 M44 I max -.002 1 .01 1 -.027 1 .006 1 .038 1 056 1 Alz MMM ,catuA-zu version t.u.z iu:v<i5Aiuntttiea.rsai Page 17 Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Forces (Continued) Member Sec AMR] Ic v Shea ] Ic z Shea ] Ic Turauelk-ftl Ic v-v Momen... Ic z-z Momen... Ic 433 1 2- Imax -.002 1 1 -.002 1 -.021 1 .006 1 .014 1 .665 1 - - - - - - - - - - - - - - - 435 1 3 Imax -.062 1 .032 1 -.015 1 .006 1 -.004 1 .054 1 4,37 4 max:... -.002 1 .04 1 -.009 1 .006 1 -.017 1 .022 1 A'A Q 5 max -.009 1 n A -14 1 1 nnA I nq_,A 1 1 441. M45 1 Imax -.003 1 .032 1 .01 1 1 .014 1 w.031 1 .065 1 Nk•an 4WIHOWN 2E 26 Hi 2E ME 443 2 max. -.003 1 .041 1 .016 1 .014 1 -.02 1 .033 1 445 3 max -.003 1 .058 1 1 .021 1 .014. 1 -.004 1 -.011 1 W4 n. 447 4 max l -.003 1 .074 1 .026 1 .014 1 .017 1 -.067 w AL moo Mao mu X 44G 5 max -.003 1 .083 1 .032 1 bl4 1 .04'> I -.137 1 451-1 M46 I max *.007 1 1 -.085 11 1 -.032 1 .012 1 .042 1 -.133 1 042 MUM wi 453 2 Imax .007 1 -.076 1 -.027 1 .012 1 .017 1 -.062. 1 455 3 max. .007 1 -.06 1 -.021 1 .012 1 -.004 1 -.004 457 4 max .007 1 -.043 1 -.016 1 .012 1 -.02 1 .042 1 AW 459 5 max .007 1 -.034 1 -.01 1 012 11 -.0101121 1 075 1 RAM 461 1 M47 1 )max .004 .1 1 -.048 1 003 1 .012 1 1 -.023 1 -.019 1 ...... ..... 1. ... ...... . ..... ..... .... .. ......... ..... ................ ...... 463 2 max 004 1 .-.033 1 .009 1 .012 11 -.017 1 1 .025 1 AR mm 465 3 max .004 1- -.027 1 .015 1 .012 1 -.004 1 .053 1 Am Mffi M M M M M -I M 467 4 max .004 1 .006 f. .021 1 .012 1 .014 1 .06 1 Akwo I Mhw M =001,111-11*1, MMOOMM 409 a r max .004 Al .015 1 .628 1 - -ftlz T .039 1 .046 1 AM Mffi IE M M 52 52 01 471 M48 1 max .003 1 -.035 1 -.027 1 .'003 1 .038 1 -.004 1 473 2 max .003 1 7027, 1 -.021 11 1 .003 11 1 .014 1 .028 1 475 3 * max .003 1 1 -.006 1_ -.015 11 1 .003 11 1 -.004 1 .051 1 477 4 max • .003 1 .019 1 -.009 1 .003 1 -.016 1 .037 1 Amm� M 47.9 5 max .003 .1 x27 1 -.002 1 .003 1 -.021 1 .013 1 moo" M .481 M49 I maxi .002 1 -.032 1 .002 1 0 .1 -.021 1 -.02 1 483 1 2 Imax I .002 11 1 -.023 1 ..008 .1 0 1 -.015 1 oil 11 1 Am wUMwjM%h w M1 MOMON I- Iml 485 1.3. Imax I .002 1 1 1 .006 1 1 -014 1 1 0 1 1 -.004 .1 .'022 11 1 RISA-3L) Version 7.0.2 FCARISAXuntitled.r3d1 Page 18 X D w v CD R 0 N n �A D c r,. cD FL a '0 a� a rn m O n y Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Forces (Continued). Member Sec A)dal[k] Ic v Shear ] Ic z Sheal Ic Tor auefk-ftl Ic Y-Y Momen... Ic z-z Momen... Ic 5391 5 Imax 0 1 1 .034 1 -.002 1 0 1 -.021 1 -.024 1 541 M55 max 0 1 -.032 1 .002 1 0 1 .021 1 -.026 1 -1 U.MIMF 543 2 lmax l 0 1 1 1 -.024 1 1 .009 1 0 1 -.016 1 .006 1 �$M Mffi M M M 1.1 M 545 3 max 0 1 .009 1 015 1 0 1 -'.004 1 .017 1 Mffi M M M M M mom wl 547 4 max 0 1 .018 1 .021 1 0 1 .014 1 .007 1 549 5 Imax 0 1 1 1 .034 1 .027 1 0 1 .037 1 -.023 1 551 M56 1 max .002 1 -'.033 1 -.027 1 0 1 .037 1 -.012 1 . . . . . . . . . . ni., :Illt 553 2 Imax .002 1 -.016 1 -.02 1 0 1 .013 1 .016 1 2 5� mom M min ;002MUM 555 U MAx .00, 1 -.007 A i 0 1 -.004 1 .024' 1 557 1 4 Imax .002 1 .026 1 -.008 1 0 1 -.015 1 .011 1 559 5 Imax .002 1 .034 1 -.002 1 0 1 -.021 1 -.023 1 MOM-: 561 M57 1 max .003 1 -.028 1 .002 1 -.003 1 -.021 1 .012 1 563 2 max .003 1 -.02 1 .009 1 -.003 1 -.016 1 .036 1 S `ffi M MOOR ': " -565 3 max .003 .006 1 '15 .01 "1 -.003 1 ruD 4 1 M.-I Vul .1 MOM 567 4 max .003 1 .026 1 .021 1 -.003 1 .014 1 .028 =568 min` 003 1 ....... . .. ..................... .... .. . ......... ..... 569 5 Imax .003 1 1 .035 1 .027 1 -.003 1 .038 1 -.003 1 07 8 571 M58 1 max --.004 1 -.015 1 -.028 1 -.012 1 .039 1 .046 1 LM M, Effiha[4�iUl�' 573 2 max. .004 1 -.007 1 -.021- 1 -.012 1 .014 1 .06 1 Awl Mwww oil MME M 575 3 max .004 1 .027 1 -.015 1 -.012 1 -.004 1 .054 1 577 4 max .004 1 .035 1 -.009 1 -:012 1 -.017 1 .027 1- 5791 5 I max 1 .004 1 .052 1 1 -.003 1 1 -.012 1 -.023 1 -.021 .60 5811 M59 1 max '.007 1 .034 1 .01 1 -.012 1 -.032 1 .074 582 AM04 583 2 max .007 1 .042 1 .016 1 -.012 1 -.02 1 .041- 1 �gc NWOMmm • a07, 2UMAZME MOM M 585 3 max .007 1 .059 1 .021 1 -.012 1 -.004 1 -.004 1 DO M � M. 587 4 max .007 1 .076 1 .027 1 -.012 1 .017 1 -.062 1 TIM!, 5891 1 5 Imax l .007 1 .084 1 ..032' 1 -.012 1 .042 1 -.132 11 1 5911 M60 I I Imax I -.036 1 -.059 1-1 -.035 1 .032 1 .049 1 1 -.074 1 1 tv5A-3u version t.u.z i L;:\Ri sAwntitiea. rw i Page 20 N C; O a O C pmz 0 W Q 00� a� a AMZ 000 00-5 Company Jan 17, 2010 Designer 8:0.6 PM Job Number.: Checked By: Fnwainnia Aflamhor -Qiai-finn Xnrnac If'-nnfinizinell Member Sec; A)dalfkl Ic Y Sheal Ic z Sheal Ic Tor nuefk-ftl Ic Y-Y Momen... Ic z-z Momen... Ic VFW 699 5 max -.027 f .028 .1 -.003 1 -.006 1 1 -.022 1 -.015 Razipm " MINawow malm; ANIN022H i� [U-1 I M VI I -I 1max. -.uza I -I -.UZ4 1 -1 1 UU-5 -1 1 -.U'i 'I I -. UZZ -I I UUO 703 2. max -.028 1 -.016 1 .009 1 -.01 1 -.016 1 .027 1 MEE M M M M M mak -.028 1 .009 1 .015 1 -.01, 1 -.004 1 .037 11 707 4 max -.028 1 .034 1 .021 1 -.01. 1 .014 1, .008- 1 709 5 max -.028 1 .039 1 .027 1 --.01 1 .038 1. -.029 1 711 M 7L 1 Imax -.03 1 1 1 -.U19 1 1 1 -.U29 1 1 -.urts 1 .1 -U4 1 1 uU1 1 1 713 2 max -.03' 1 -.021 1 -.022 1 -.028 1 1 .029 1 715 3 max '-.03 1 .013 1 -.016 1 -.028 1 -.005 1 .038 1 Aw =j*QM91ftwj MOW <01 wj 717 4 ImaxI -.03 1 1 , .019 1 1 1 -.01 1 1 1 -.028 1 1 -:018 11 .024 1 1 719 5 max -.03 1 .034 1 -.004 1 -.028 1 -.025 1 -.005 1 Mhff DE NZ M 32 02 ZE 721 M73 I max -.036 1 .009 1 .013 .1 -.032 1 -.034 1 .044 1 ..... ..... 723 '2 max -.036 1 .017 1 .019 1 -.032 1 -.02 1 .034 1 725 3 max -.036 1 ..034 1 .024 1 -.,032 1 -.002 1 .01 -T, 7271 4 max -z036 1 1 .05 1 1 .0429 11 A2 1 1 021 1 -025 729 5 max -.036 1 .059 1 .035 1 -.032 1 .049 1 -.074 1 min..: -036 032... `..1 Envelope Member Section Deflections Uprnhiw ';F-1- Y finl In xi rini In 7 rinI Ir Y RntqtF- rr In fnl I 1v Rntin In W 117 Rntin In F-4 I RA I owl I I 1�.�l n 'i n %P -I a n v -1 a -A Qr,�,,a 1 4 I 1 Kir- I lx%o f I Kir- --T---i� lvV I :m 3 2 max 0 1 -.004 1 .003 1 -9.61 e-3 1 NC 1 NC 1 5 3 max 0 1 -.01 1. .007 1 -1.015e-2 I NC I NC I ---------- 4. Imax 0 1 -.004 1 1 .003 1 -9.612e-3 I NC I NC I J 9 ;44 5 Imax 0 1 0 1 0 1 -4.855e-3 1 NC 1 NC- I 1 1 R Adl IV14 A 1 111dA n U A I A.17 -.0 I I .1 I I fl I U 4 I- A &-5C- 7 '4.0-a;jv--a .4 1 Alf-. IVIi 4 I Klfl INVI 4 I M 2E MAO M=w M M 13 1 2 max 0 1 .018 1 .005 1 9.653e-3 1- NC 1 NC 1 Naomi 15 1 3 Imax, 0 1 0 1 .01 1 11.032e-21 I NC 1 NC I RISA-3D Version 7.0.2 [C:XR]SAXunfdled-r3dl Page 23 Company Jan 17, 2010 Designer : 8:06 PM Job Number : Checked By: Envelope Member Section Deflections (Continued) RISA--30 version 7.6.2 iC:"R'SANuntiiied.r3dl ^rage 24 Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Deflections (Continued) Member Sec s x 1n Ic Y riniIc z in Ic x Rotate Ir.. Ic n Uy Ratio Ic n Uz Ratio Ic 69 1 1 5 1 max .01 Ill -.054 Ill 0 1 1 1-1.079e-31 1 1 NC 11 1 NC 1 1 RISA-3D Version 7.0.2 fCARISA\unrLled.r;dl Pacle 25 I Company Jan 17, 2010 _ Designer 8:06 PM Job Number: Checked By: Envelope Member Section Deflections (Continued) Member Sec x in Ic Y UniIc z in is x Rotate r... Ic n Ratio Ic n Uz Ratio Ic RISA-3D Version 7.0.2 MIRISMuntitled.radl Paije 26 Company. Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Deflections (Continued) RISA-3D Version 7.0.2 (C:`,RiSAXuntitied.r3dl is a 27 Company Jan 17, 2010 Designer 8:06 PM r Job Number: Checked By: Envelope Member Section Deflections (Continued) riiSA-3 i Version 7.0.2 iC:viiSRuntiiied. ,'3'di rdye 28 Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Deflections (Continued) CO Q7 Iy CL a� �cE Ci Lmz E M ,a Oa)O U0-5 a cc,E �- tmz 000 U0I Company Jan 17, 2010 Designer 8:06 PM Job Number: Checked By: Envelope Member Section Deflections (Continued). RISA-3D Version 7.0.2 (C:\RISA\untitied.r3dl Page 32 H C O U C O 0 C O i7 v O co Company Jan 17, 2010 Designer 8:06 PM Job Number : Checked By: Envelope Member Section Deflections (Continued) QCo Z� v cm� CD S2 6 r. co N ti cu -.D E CL . tmz E mo � 00-5 000 CL Q. a., CC) oo -4 an CAI -4- Ma. 5, 5 CD ... ..... cl) 07 (1) W CA C) (j) wq OR rji)) cn ra: CO ccn on 41- cc R." C7 K) CL 4 4 LrI -4 "P, CD CD L 4 W co C-) CA) 02 C) COP 0 C0,1. C) w 0) co ri) CD w 9"19 R 0, 00, 03 CO o. 0) 0 C) 10 ....... . . 46 -4 W. :to c;I a 0 LW' :to .. . ..... W W C) C) C) Cr" 5..� W Eli w W Ito C4 w.2.) C) C) W CA) C) cr C)l Colo) OD GO 00 DD w. . . . . . . . . . . . . CA (A 01 01 bo al L" 01 bo NCA b* CTI 134 x 2. 0) 55 RFR F-3 C C) sN ;: CAP -P.- NCO 11" . ma 9 3 3 r9 -:�123 E3 Qx, P go go 13) su x 1� x x x x x x :0 cl 0 -'C)= C) !c:)l(DlC) I-D 1c) I r13 C) )0': (X co :N. L4 CO OV, 0) co N1 0) cbo lc� 9'. 10 C) CD. cl w.4* 9:1- a W& w L" (N) cc 4� 00 4-- co CO cc 0) Cis C4 : to C4 MDD C? cocoT P;� to (4 pp� CA) C4 40 co jb� co 0) co w 3 10. C4 10 00 z z z z z z z 0 0 0 0 so Kp 10 go -4 co .. .. . . . Z...... z zz Z-z z z z Z. z zz z Z. Z: z z z so :'o 0 .0 0 0 00, . 01 Ci:au 1 0 gCl y. ;u Company Jan 17,2010 Designer 8:06 PM Job Number: Checked By: Envelope RISC ASD Steel Code Checks (Continued) U-k.r Chinn ('nA. r, 1 -,rffl I- ck- i --mi rti. L. v- ri,-,.i m. rt-n M. r M. - - r 23 M23 TU2X2X2 .037 1.7921 .004 0 1 22.116 30 33 33 1 .85 .851 F11-2 25 M25 TU2X2X2 .064 0+ .1 .010 0 1 22.116 30 33 33 1.682 .85 85 H1-2 2! 1 M2( I UZAZAZ 1 .050 4 11 .009 13.625 V 11 122.116 30 1 33 1 33 i.6591 .55 I-Bb -H1-2 I Me moo Ow mom it 29 M29 TU2X2X2 .056 1.7921 .013 0 Y 1 122.116 30 30 30 1 .85 .85 H1-2 Mz M Y 3625 _44" +"-.VIt2'ft IkE EW M 31 M31 jTU2X2X2 .083 3.5 1 .029 3.172 1 123.465 30 33 33 1.712 .85 .85 H1-2 _y 2' 33 M33 TU2X2X2 .066 4 1 .010 0 V 1 22.116 30 33 33 1 .85 .851 H2-1 35 M35 TU2X2X2 .047 4 1 .009 3.625. 1.22.116 30 30 30 1.167 .85 85 H1-2- ... . . .. .. 1 37 1 M37 ITU2X2X2 1 .039 4 11 1 .004 1 0 v 11 122.116 30 1 - 30 30 1 1 .85 1.851 H1-2 . . . . . . . . . . 39 M39 TU2X2X2 .049 4 1 .006 0 y 1 122.116 30 30 30 1.16 .85 .851 H'1-2 41 M41 TU2X2X2 .055 4 1 .005 3.625 v 1 122.116, 30 30 30 1.136 .85 .85 H1-2 ALMMOWI� 43 M43 TU2X2X2 .052 1.75 1 .008 3.625 v 1 22.116 30 30 .30 1 .85 .85 H2-1 45 M45 TU2X2X2 .127. 3.5 1 .017 3.1721 y 1 23.465 30 33 33 2.3 .85 .85 F12-1 47 M47 TU2X2X2 1 .060 4 Ill .013 0 1 v 11 122.1161 30 33 1 33 1 1 .85 .851 F11-2 49 M.49 TU2X2X2 .037 4 1 .003 0 1 22.116 30 30 30 1 .85. .85 H1-2 M M+--.A---,-','. mix ` bo MW EW M "o1,,`A1-`4 1 51 1 M51 ITU2X2X2 .046 4 1 .004 0 1 22.116 30 30 30 1 .85 .85 H1-2 T 6 IRON 2 0 I SR m s -q I T.u2x2)c2l nsq I d 11 1 nnA I n 1v1i1qqiir,1 -,4n I qn I qn HnRA I RR I Rj; H1-9 T 55 M55 TU2X2X2 .047 4 1 .004 3,625 v 1 122.116 30 30 30 1.049 .85 .85 H1-2 99EMM%M 7777777=7,r OHEMOWAMY ---------- - 111W160 57 M57 * TU2X2X2 .041 1.708 1 .005 3.625 v 1 22.116 30 33 33 A .85 .85 H1-2 Ac . . . . . . . . . . 59 M59 TU2X2X2 .124 3.5 1, .017 3.172 y 1 23.4651 30 33 33 2.3 .85 .85, 111-2 61 M61 TU2X2X2 .033 3.04§2� 0 1. 122.1 16 30 33 33 1 .85 .85 H2-1*H QQ W.J KAM% TI17Y9Y9 nAR A 4 nQ q5r I ,)-D I1r An ,An in I IRA RA RA 65 M65 TU2X2X2 .056 4 1 .005 3.625 1 22.116 30 30 30 1.357 .85 1.85 F12-1 67 M67 TU2X2X2 .058 4 1 .004 3.208 1 22.116 30 30 30 1.379 .85 .85 1-12-1 Ac 9MMOMI 69 M69 TU2X2X2 .055 4 111 .004 3.6251 v 1,22.116 30 30 30 1.361 .85 .85 112-1 ju 0 71 M71 'TU2X2X2 .049 4 1 .011 3.625 v 1 22.116 30 33 33 1 .85 .85 H2-1 wffmm� 73 1 M73 jTU2X2X2 j .089 3.6 1 .027 13.172 y .1 123.49al zo I az .89 1 M2-1 RISA-3D Version 7.0.2 fC:W1SA\unfit1ed.r3d1 Page 38