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Plans[Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] R ECEtV EC DI ) Consulting 1111041111•1 MI I= FEB 0 8 2007 Structural MOM, Engineers ENGINEERS, INC. CliAUrlilRali �r TTKTnr Structural CalcuiMis o r Canterbury Woods - Building 6 Job Number: 061251 Codes: 2003 IBC Amended by Oregon Structural Specialty Code with 2004 revisions. Date: 2 -7 -2007 Location: 14926 SW 109 Ave., Tigard, OR 97224 Client: Horizon Restoration � �v T 7301 SW Kable Ln. Suite 100 ,sccoD PR "q Portland, OR 97224 ��5 ��aG /p Phone: 503-620-2215 oR 15,905 Engineer: Douglas S. Meltzer P.E. RE�ON Cameron T. Carroll F.E. BMGP Engineers, Inc. °& 19, �� �,��,Q 1045 13 St. SE ASS. M Salem, OR 97302 LIMES: I 27-31- AB J Phone: 503- 399 -1399 • Scope of Services: Repair to existing condo unit damaged by a fallen tree and subsequent fire. Contents: Truss Repair 1.1 - 1.2 Risa Print Out R.1 - R.13 jajp ert 7 - c 7 7 /fq2 0 sv✓ /09 Atr-t_ LIMITATIONS: Engineer was retained in a limited capacity for this project. Design is based upon the information provided by the client, who is solely responsible for accuracy of same. No responsibility and/or liability is assumed by, or is to be assigned to the Engineer for items beyond those shown on these sheets. �(Z uSS / EPA, /Z - /MUSS Pia0 FIL_E 0 Ljv/ / /4 l A G sM zES --r4 C3 £?.4/O J — SELFGT STitocx urea LSF II' A J B. 71t.i 4' I 6 c ii 2 1 3 ^ 7 !. 6 / J / /O " �Ltc. = / S ►'St 2 ') = 30 f�U` bL ►3G ' S` PS F (2 ') • !G ►aG F ►' sr (2') /Z S4 pkbuT U uT -- Q , 1 3 FILE N°. �I SHEET NO. I • / MOM/ MADE BY '.11 DATE 1i \ (. 1 N. 1: t: H S. I SALEM, OREGON CLIENT i2: II — a0,4,.) 12. r 11 .;. r '" l PROJECT - ���Llzi ll7 L I LA f� "1'2.v. r2.g 1'A' R.! ,UFhl --/('UL -- Cc-oPE SGt cG? 1'a , ExtS w / G/amo I24 /L.S 4i)( 4 /C ( ,0,4/L.S 2/av fly - 4J'JL$ L�v6C�/ y - / / / r'S/ G�Fo /Oc/ »,4/ s3 /,v4 //. (ii /5) : /off' A VA)A/ � ,.4x1/46. LOA.) = V$ i (1 C1/02.0) G /0011) AJA/c6 �Saa 24 3 v (MIN) / fs lob %41L.. '/2 • I .)Albs , ,04-7 13 /� O S /0e( ,(.14 C�? 6 " 6 , c. FILE NO. %/-. SHEET NO. /' • Yom/ MADE BY 7 DATE " I♦ I. I N I I. RS 1%1 SALEM, OREGON CLIENT /�i a'',U i`'� 6<r1 > #r/[sJ PROJECT -- l GL /r. g • H • 10 0.4 � T � 1,M4 111 M z T. �, ? ` $ �1 s X16 " ...N o 1 ' - 1 •••15 16 17 A' 14 10 Solution: Envelope BMGP Engineers Inc. Canterbury Truss CTC Feb 2, 2007 at 9:19 AM 061252 untitled.r3d p Y 1► • Z x , ?v likil A1111141 '• 14 . 10 Solution: Envelope BMGP Engineers Inc. Canterbury Truss CTC _ 061252 Feb 2, 2007 at 9:19 AM untitied.r3d o 7 Company BMGP Engineers Inc. Feb 6, 2007 Designer CTC 9:00 AM Job Number 061252 Canterbury Truss Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 - Include Shear Deformation Yes Include Warping Yes Area Load Mesh (in ^2) 144 Merge Tolerance (in) .75 P-Delta Analysis Tolerance 0.50% Vertical Axis Y :�$ Hot Rolled Steel Code AISC: ASD 9th Cold' Formed'Steel Code AISI 99 :ASD Wood Code NDS 91/97: ASD Wood Temperature < 1OOF Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method _ PCA L__o__ad Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Wood Material Properties Label Species - Grade Cm Emod Nu Therm...Dens[k/f... _ 1 DF Larch Douglas Fir -Larch Select Structural 1 .3 .3 .035 2 So Pine Southern Pine No.1 1 .3 .3 .035 - Wood Section Sets Label Shape Type Design List Material Design Rules A [in2] lyy [in4] la [in4] J [in4J 1 WOOD1A 2X4 Beam Rectangular DF Larch Typical 5.25 .984 5.359 2.877 2 Vert @ int. 2X6 Beam Rectangular DF Larch Typical 8.25 1.547 20.797 5.125 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Ru... 1 M1 N2 N5 WOOD1A Beam Rectangular OF Larch Typical 2 M2 ' N5 N10 WOOD1A Beam ` Rectangular DF Larch Typical 3 M3 N10 N13 WOODIA Beam Rectangular OF Larch Typical 4 M4 N14 N6 , Vert 5 Int. Beam Rectangular OF Larch Typical 5 M5 N1 N14 WOOD1A Beam Rectangular OF Larch Typical 6 M6 N1 N2 WOOD1A. Beam Rectangular DF Larch Typical 7 M7 N15 _ N3 WOOD1A _Beam Rectangular OF Larch Typical 8 M8 N16 N4 WOODIA Beam Rectangular OF Larch Typical 9 M9 _ N17 N5 WOOD1A Beam Rectangular DF Larch Typical 10 M10 N2 N15 WOOD1A Beam Rectangular OF Larch Typical 11 M11 N3 N16 WOOD1A Beam Rectangular OF Larch Typical 12 M12 N4 N17 WOOD1A Beam Rectangular OF Larch Typical 13 M13 N17 N6 WOODIA Beam Rectangular OF Larch Typical 14 M14 N13 N7 WOOD1A Beam Rectangular OF Larch Typical 15 M15 N7 N12 WOOD1A Beam Rectangular OF Larch Typical 16 M16 N12 N8 WOOD1A Beam Rectangular OF Larch Typical 17 M17 N8 N11 1 WOODIA Beam Rectangular DF Larch Typical 18 M18 N11 N9 i WOODIA Beam Rectangular DF Larch Typical RISA -3D Version 6.0.1.5 [H: \Jobs 20061061252 \Calculations \Truss #1 Analysis.r3d] Page 1 12 ,3 Company BMGP Engineers Inc. Feb 6, 2007 Designer CTC 9:00 AM Job Number 061252 Canterbury Truss Checked By: Joint Coordinates and Temperatures Label X [ft] Y fftl Z [ftj Temp [F] Detach From Diao... 1 N1 0 0 0 _ 0 2 N2 0 a5 0 0 _ 3 N3 4 4.833 0 0 4 N4 11.1667 7.222222 _ 0 _ 0 5 N5 17.833 9.444 0 0 6 N6 20.1666 8.666666 0 0 7 N7 26.333 6.612 0 0 _ V8 N8 32.144 - 4.675. 0 _ 0 _J 9 N9 38 2.725 0 0 _ 10 N10 46 0 0 0 11 N11 36.27 1.4 0 0 12 N12 28.585 2.578 0 0 -_1 13 N13 20.1666 3.85 0 0 14 N14 -- 20.1666 0 0 0 15 N15 4 0 0 0 X16 N16 11.1667 0 0 0 ' 17 N17 17.8333 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in) Z fk/in] X Rot.Ik- ft/radl Y Rot.[k- ft/rad] Z Rot.fk- ft/radj Footing__ 1 N15 Reaction Reaction Reaction 2 N14 Reaction Reaction Reaction 3 N10 Reaction 4 N3 Fixed 5 N5 Fixed 6 N9 Fixed 7 N7 Fixed Wood Design Parameters Label Shape Length... le2[ft] lel[ftj le -bend top[ft] le -bend bot[ftl Kw Kzz CH Cr y swa y z sway_ 1 M1 WOOD1A 18.798 1 7 2 M2 WOOD1A 29.708 1 5.5 Yes 3 M3 WOOD1A 26.119 1 7 Yes Yes 4 M4 Vert @ Int. 8.667 1 4.67 Yes 5 M5 WOOD1A 20.167 1 7 Yes 6 M6 WOOD1A 3.5 7 M7 WOOD1A 4.833 Yes Yes 8 M8 WOOD1A 7.222 3.5 Yes 9 M9 WOOD1A 9.444 4.75 Yes 10 M10 WOOD1A 5.315 Yes 11 M1 WOOD1A 8.644 4.3 Yes 12 M12 wooD1A 9.829 4.75 Yes 13 M13 WOOD1A 8.975 4.5 Yes 14 M14 WOOD1A 6.757 3.35 — 15 M15 WOOD1A 4.62 Yes Yes 16 M16 WOOD1A 4.131 Yes .:. 17 M17 WOOD1A 5.268 Yes 18 M18 WOOD1A 2.179 Yes Member Distributed Loads (BLC 1 : Dead Load) - _ Member Label Direction Start Maonitude[k/ft,d..End Magnitude[k/ft,d... Start Locationfft, %1 End Location[ft, %l_ 1 M1 Y 1 -.03 -.03 0 0 1 RISA -3D Version 6.0.1.5 [H: \Jobs 200610612521Calculations \Truss #1 Analysis.r3d] Page 2 Company : BMGP Engineers Inc. Feb 6, 2007 Designer : CTC 9:00 AM Job Number : 061252 Canterbury Truss Checked By: Member Distributed Loads (BLC 1 : Dead Load) (Continued) Member Label Direction Start Magnitudefklft,d..End Maonitudefk/ft,d_Start Locationfft,°% End Locationfft, %1 2 M2 Y -.03 ` -.03 0 0 3 M5 Y -.01 -.01 0 0 4 M3 Y -.01 -.01 0 0 Member Distributed Loads (BLC 2 : Snow Load) Member Label Direction Start Mannitude[k/ft,d..End Magnitudefklft,d... Start Location[ft,%1 End Locationfft, %] 1 M1 Y -.05 -.05 0 0 2 M2 Y -.05 -.05 0 0 Basic Load Cases BLC Description Category X Gravity GravityZ Gravi Joint Point Distribu...Area (M,.Surface... 1 Dead Load DL 4 2 Snow Load SL 2 Load Combinations Description Solve PDelta SRSS BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact.. Fact...BLC Fact...BLC Fact... 1 Dead Load Yes DL 1 2 Dead Load fSho... Yes DL -1 ' SL 1 Envelope Joint Displacements Joint X [in] Ic Y [in] Ic Z [in] Ic X Rotation ... Ic Y Rotation ... Ic Z Rotation j... Ic 1 N1 max 0 1 0 1 0 1 0 1 0 1 1.757e -5 2 . 2 - -- min 0 2 0 2 0 1 0 1 0 1 - 3.191e -5 1 3 N2 max .001 2 0 1 0 1 0 1 0 1- 1.225e -5 1 4 min 0 1 0 2 0 1 0 1` 0 1 -1.33e-5 2 5 N3 max .004 2 -.002 1 0 1 0 1 0 1 -8.131e-4 1_ 6 min .002 1 -.005 2 0 1 0 1 0 1 -2.137e-3 ' 2 7 N4 max .006 2 -.009 1 0 1 0 1 0 1 -4.41e-4 1 8 min .003 1 -.022 2 0 ' 1 0 1 0 1 - 1,156e -3 2 9 N5 max .007 2 -.009 1 0 1 0 1 0 1 1.373e -3 2 10 min .003 1 -.021 2 0 1 0 1 0 1 5.682e -4 1 11 N6 max .01 2 -.005 1 0 1 0 1 1 0 1 -9.893e-4 1 12 min .005 1 -.012 2 0 1 0 1 0 1 -2.509e-3 2 13 N7 max -.029 1 -.11 1 0 1 0 1 0 1- 1.415e -3 1 14 min -.067 2 -.251 2 0 1 0 1 0 1 3.124e -3 2 15 N8 max -.062 1 -.191 1 0 1 0 1 0 1 - 6.359e -4 1 16 min , -.142 2 -.436 2 0 1 0 1 0 1 -1.411e-3 2 17 N9 max -.089 1 -.231 1 0 1 0 1 0 1 -1.564e-3 1 18 min .202. 2 -.526 2 0 1 0 1 0 1 -3.805e-3 2 19 N10 max -.032 1 0 1 0 1 0 1 0 1 1.751e-2 2 20 min -.073 2 0 2 0 1 0 .1 0; 1 8.003e -3 .1 21 N11 max -.088 1 -.231 1 0 1 0 1 0 1 - 1.305e -3 1 '22' min -.201 2 -.524 2 0 1 0 1 0 1 -2.101e-3 2 23 N12 max -_086 1 -.145 1 0 1 0 1 0 1 - 1.263e -3 1 24 min -.197 2 -.33 2 0 1 0 1 0 1 -3.327e-3 2 25 N13 max -.07 1 -.003 1 0 1 0 1 0 1 5.282e -4 2 26 min -.161 2 -.007 2 0 1 0 1 0 1 1.434e -4 1 27 N14 max 0 2 0 1 0 1 0 1 0 1 3.825e -3 2 28 min 0 1 0 2 0 1 0 1 0 1 1.691e -3 1 29 N15 max 0 1 0 1 0 1 0 1 0 1 - 3.419e -4 1 30 min 0 2 0 2 0 1 0 1 0 1 -4.274e-4 2 31 N16 max 0 1 -.009 1 0 1 0 1 0 1 1.263e -4 2 32 min -.001 2 -.02 2 0 1 0 1 0 1 1.034e -4 1 RISA -3D Version 6.0.1.5 [H: \Jobs 2006 \061252 \Calculations \Truss #1 Analysis.r3d] Page 3 0 . ' Company : BMGP Engineers Inc. Feb 6, 2007 Designer : CTC 9:00 AM Job Number : 061252 Canterbury Truss Checked By: Envelope Joint Displacements (Continued) J•int X in Ic Y in Ic Z in Ic X Rotation ... Ic Y Rotation ... I Z R•tati•n . I 33 N17 max 0 2 -.008 1 0 1 0 1 0 1 -7.857e-5 1 34 min 0 1 -.019 2 0 1 0 1 0 1 -4.259e-4 2 Envelope Joint Reactions • Joint X [kJ Ic Xk] Ic Z [k] Ic MX IJ fftJ Ic MY [k -ft] Ic MZ [k -ft] Ic 1 N15 max .034 2 1.037 2 0 1 0 1 0 1 0 1 2 min .014 1 :456 1 0 ;,.4.- 0 1 0 1 0 1 3 N14 max -.014 1 2.187 2 0 1 0 1 0 1 0 1 4 min -.034 2 .969 1 0 1 0 1 , 0 1 0 1 5 N10 max 0 1 1.119 2 0 1 0 1 0 1 0 1 i,:6 min 0 1 .493 1- 0: 1 0 1 - 0 1 0 1 7 Totals: max 0 2 4.343 2 i 0 1 _ � '`' min 0 1 1.918 1 1 0 1 r _ Enve lope Member Section Forces Member Sec Axial[k] Ic y Shear[kl Ic z Shear[k] Ic Torquelk -... Ic v -y Mome... Ic z -z Moment[k -ft] Ic 1 M1 1 max -.03 1 .096 2 0 1 0 1 0 1 0 1 1 ;.' 2 min -.064 2 :036 1 0: 1 0 1 0 1 0 Ll- 3 2 max .37 2 .228 2 0 1 I 0 11 0 1 .151 2 ., 4 min .156 1 .086 1 0 1 0 1 0 1 .057 1 5 3 max .252 2 -.048 1 0 0 1 0 1 -.032 1 6 min .111 " 1 -.128 2 0 1 0 1 0 1 -.084 2 7 4 max -.012 1 .152 2 0 1 0 1 0 1 -.047 1 .;8 ruin -.016 2 .057 1 0 1 0 1 0 1 -.125 2 . 9 5 max -.056 1 -.077 1 0 1 0 1 0 1 0 1 10 min -.135 2 -.205 2 0 1 0 1 0 1 0 1 11 M2 1 max -.026 1 -.013 1 0 1 0 1 0 1 0 1 12 min -.057 2 -.029 2 0 1 0 1 0 1 0 1 13 2 max -.174 1 -.045 1 0 1 0 1 0 1 -.011 1 14 min -.383 , 2 -.122 2 0 1 0 1 0 1 -.029 2 15 3 max 1.765 2 -.077 1 0 1 0 1 0 1 .138 2 16 min .78 1 -.205 2 0 1 0 1 0 1 .05 1 17 4 max 4.322 2_ .261 2 0 1 0 1 0 1 .043 2 18 min 1.893 1 .101 1 0 1 0 1 1 0 1 .014 1 19 5 max 4.511 2 -.11 1 0 1 0 11 1 0 1 .197 2 20 min 1.964 1 -.302 2 0 1 0 1 0 1 .045 1 21 M3 1 max -1.842 1 .037 _ 0 1 0 1 0 1 -.045 1 22 min -4.224 2 .021 2 0 1 0 1 0 1 -.197 2 23 2 max -1.852 1 -.028 1 0 1 0 1 0 1 -.075 1 24 min -4.233 2 -.044 2 0 1 0 1 0 1 -.123 2 25 3 max -1.145 1 .016 2 0 1 0 1 0 1 -.019 1 26 min - 2.625 2 .012 1 0 1 0 1 0 1 -.028 2 27 4 max -.49 1 .013 1 0 1 0 1 0 1 -.015 1 28 min -1.144 2 .002 2 0 1 0 1 0 1 -.02 2 29 5 max -.5 1 -.052 1 0 1 0 1 0 1 .18 2 30 min -1.153 2 -.063 2 0 1 0 1 0 1 .113 1 31 M4 1 max 2.328 2 -.128 1 0 1 0 1 0 1 -.137 1 32 min 1.032 1 -.279 2 0 1 0 1 0 1 -.302 2 33 2 max 2.328 2 -.128 1 0 1 0 1 0 1 .302 2 34 min 1.032 1 -.279 2 0 1 0 1 0 1 .141 1 35 3 max 1.409 2 .123 2 0 1 0 1 0 1 .532 2 36 min .609 1 .051 1 0 1 0 1 0 1 .22 1 37 4 max 1.409 2 .123 2 0 1 0 1 0 1 .266 2 38 min .609 1 .051 1 0 1 0 1 0 1 .11 1 39 max 1.409 2 123 2 0 1 0 1 0 1 0 1 RISA -3D Version 6.0.1.5 [H: \Jobs 20061061252 \Calculations \Truss #1 Analysis.r3d] �Pag / e 4 I< ,(., ' Company : BMGP Engineers Inc. Feb 6, 2007 Designer : CTC 9:00 AM Job Number : 061252 Canterbury Truss Checked By: Enve lope Member Section Forces (Continued) Member Sec Axialfkl Ic v Shear[kl Ic z Shear[kl Ic Torouefk -... Ic v -v Mome... Ic z -z Momentfk -ftl Ic 40 min .609 1 .051 1 0 1 0 1 0 1 0 1 41 M5 1 max 0 1 .011 1 0 1 0 1 0 1 0 1 42 min 0 1 009 2 0 1. 0 1 0 1 0 1 43 2 max .126 2 .027 2 0 1 0 1 0 1 .009 2 44 min .054 1 .025 1 0 1 0 1 0 1 .006 1 45 3 max .126 2 -.024 2 0 1 0 1 0 1 .006 1 46 min .054 1; ;.. -.025 ' 1 0 1 0 1 0 1 0 2 47 4 max -.107 1 -.006 1 0 1 0 1 0 1 -.009 2 48 min -.245 2 .009 2 0 1 0 1 0 1 -:015 :1 49 5 max .313 2 .141 2 0 1 0 1 0 1 -.137 1 50 min .142 1 .064 1 0 1 0 1 0 1 -.302 2 51 M6 1 'max -.009 2 0 1 0 1 0 1 0 1 0 1 52414. „, min -.011 1 0 1 0 1 0 1 0 1 0 1 53 2 max -.009 2 0 1 0 1 0 1 0 1 0 1 54 min -.011 1 0 1` 0 1 0 1 0 1 0 1 55 3 max -.009 2 0 1 0 1 0 1 0 1 1 56 min -.011 1 0 1 0 1 0 1 0 1 0 1 57 4 'max -.009 2 0 1 0 1 0 1 0 1 0 1 58 min -.011 1 0 1 0 1 0 1 0 1 0 1 59 5 max -.009 2 0 1 0 1 0 1 0 1 0 1 60 min -.011 1 0 1 0 1 0 1 0 1 0 1 61 ' M7 1 max .889 2 0 1 0 1 0 1 0 1 0 1 62 I min 1 0 1 l 0 1 0 1 0 1 0 1 63 I 2 'max .889 2 0 1 1 0 1 0 1 0 1 0 1 64 min .356 1 0 1 0 1 0 1 0 1 0 1 65 3 max .889 2 0 1 0 1 0 1 0 1 0 1 66 . min .356 1 0 1 0 1 0 1 0' 1 0 1 . 67 4 max .889 2 0 1 0 1 0 1 0 1 0 1 68' min ` .356 :1 0 1 0 1 0 1 0 1 0 1 69 5 max .889 2 0 1 0 1 0 1 0 1 0 1 70 min - .356 1 0 1 0 1 0 1 0 1 0 t 1 71 M8 1 max .185 2 0 1 0 1 0 1 0 1 0 1 72 ', , , min - .039 1 0 1 0 1 0 1 ' 0 1 0 1 73 2 max .185 2 0 1 0 1 0 1 0 1 0 1 74 min .039 1 0 1 0 1 0 1 0 1 0 1 75 3 max .185 2 0 1 0 1 0 1 0 1 0 1 76 min .039 1 0 1 0 1 0 1 0 1 0 1 77 4 max .185 2 0 1 0 1 0 1 0 1 0 1 78 min .039 1 0 1 0 1 0 1 0 1 0 1 79 5 max .185 2 0 1 0 1 0 1 0 1 0 1 80 min .039 1 0' 1 0 1 0 1. 0 1 0 1 81 M9 1 max .228 2 0 1 0 1 0 1 0 1 0 1 82 min .087 1 0 1 0 1 0 1 0 1 0 1 83 2 max .228 2 0 1 0 1 0 1 0 1 0 1 .:84 min .087 1 0 1 0 1 0 1 0 1 0 1. 85 3 max .228 2 0 1 0 1 0 1 0 1 0 1 '86 min .087 1 0 1 0 1 0 1 0 . 1 0 1: 87 4 max .228 2 0 1 0 1 0 1 0 1 0 1 88 min .087 1 0 1 0 1 0 1 0 1 0 1 89 5 max .228 2 0 1 0 1 0 1 0 1 0 1 90 min .087 1 0 1 0 1 0 1 0 1 0 1 91 M10 1 max .122 2 0 1 0 1 0 1 0 1 0 1 92 min .053 1 0 1 0 1 0 1 0 1 0 _ 1 93 2 max .122 2 0 1 0 1 0 1 0 1 0 1 94 min .053 1 0 1 0 1 0 1 0 1 0 1 95 3 max .122 2 0 1 0 1 0 1 0 1 0 1 96 - min .053 1 >0 1 0 1 0 1 0 1 0 1 RISA -3D Version 6.0.1.5 [H: \Jobs 2006 \061252 \Calculations \Truss #1 Analysis.r3d1 Page 5 Company BMGP Engineers Inc. Feb 6, 2007 Designer CTC 9:00 AM Job Number 061252 Canterbury Truss Checked By: Envelope Member Section Forces (Continued) Memb Sec xial[k� Ic y Shear[kl t z ShearB 1 Ic Torcue[k -... Ic y -y Mome... Ic z -z M.m-nt k -ft Ic 97 4 max .122 2 0 1 0 1 0 1 0 1 0 98 min .053 1 0 1 0 1 0 1 0 _ 1 0 99 5 max .122 2 0 1 0 1 0 1 0 1 0 100 min .053 1 0 1 0 1 0 1 0 1 0 101 M11 1 max -,194 1 0 1 0 1 0 1 0 1 0 102 min -.447 2 0 1 0 1 0 1 0 1 0 103 2 max -.194 1 0 1 0 1 0 1 0 1 0 0 104 mm -.447 2 0 1 0 1 0 1 0 1 0 105 3 max 194 1 0 1 0 1 0 1 0 1 0 106 mm sd447 2 0 1 0 1 0 1 0 1 0 II 107 4 max -.194 1 0 1 0 1 0 1 0 1 0 0 108 min -.447 2 0 1 0 1 0 1 0 1 0 IIII 109 5 max -.194 1 0 ' 1 0 1 0 1 0 1 0 110 min -.447 2 0 1 0 1 0 1 0 1 0 III 111 M12 1 max .505 2 0 1 0 1 0 1 0 1 0 112 min .221 1, 0 1 0 1 0 1 0 1 0 113 2 max .505 2 I 0 1 0 1 0 1 0 1 0 114 min :221 1 0 W1 ;' 0 1 0 1 0 ,T 0 115 3 max .505 2 0 1 0 1 0 1 0 1 0_ 0 11.6 min :221 1 0 t; zl`` 0_ 1 0 1 0 1 0 II 1 1 7 4 max .505 2 0 1 0 1 - -- 0 1 0 1_ 0 118 min .22T 1 0 1 0 1 0 1 0 1 0 119 5 lmax .505 2 0 1 0 1 0 1 0 1 0 120 min .221 - 1 0 1 0 1 0 1 0 1 0 121 M13 1 max - .382 1 0 1 __ -0 1 0 122 min -.829 2 0 1 0 1 0 1 0' 1 0 123 - - -_ - 2 max _382 1 - - 0 1 0 1 0 1 0 1 0 EN 124 min -.829 2- 0 1 0 1 0 1 0 1 0 In 125 3 max -.382 1 0 1 0 1 0 1 0 1 _ 0 126 min -.829 2 0 1 0 1 0 1 0 1 0 H . 127 4 max -.382 1 0 1 0 1 0 1 0 1 0 0 128 lmin -.829 2 0 1 0 1 0 _ 1 0 1 0 II 129 5 max -.382 1 0 1 0 1 0 1 0 1 0 130 Imin - .829 2 0 1 0 1 0 1 0 1 0 131 M14 1 Imax 1.68 2 0 1 0 1 0 1 0 1 0 0 132 [min .73 1 0 1 0 1 0 1 0 1 0 II 133 2 max 1.68 2 0 1 0 1 0 1 0 1 0 134 min .73 1 0 1 0 1 0 1 0 1 0 II 135 3 max 1.68 2 0 1 0 1 0 1 0 1 0 0 136 min .73 1 0 1 0 1 0 1 0 1 0 gm 137 4 max 1.68 2 0 1 0 1 0 1 0 1 0 138 min .73 1 0 1 0 1 0 1 0 1 0 139 5 max 1.68 2 0 1 0 1 0 1 0 1 0 140 min .73 1 0 1 0 1 0 1 0 1 0 IN 141 M15 1 max -.469 1 0 1 0 1 0 1 0 1 0 0 142 min .978 2 0 1 0 1 0 1 0 1 0 143 2 max -.469 1 0 1 0 1 0 1 0 1 0 144 min -.978 2 0 .,1::, 0 1 0 1 0 1 0 145 3 max -.469 1 0 1 0 1 0 1 0 1 0 146 min -.978 2 0 1 0 1 0 1 0 1 0 147 4 max -.469 1 0 1 0 1 0 1 0 1 0 148 min - .978 2 0 1 0 1 0 1 0 1 0 . 149 5 max -.469 1 0 1 0 1 0 1 0 1 0 150 min -.978 2 0 1 0 1 0 1 0 1 0 II 151 M16 1 max 1.15 2 0 1 0 1 0 1 0 1 0 0 . 152 min .486 1 0 1 0 1 0 1 0 1 0 II 153 2 max 1.15 2 0 1 0 1 0 1 0 1 0 RISA -3D Version 6.0.1.5 [H:IJobs 200610612521Calculations\Truss #1 Analysis.r3d] Page 6 2 ,E. Company BMGP Engineers Inc. Feb 6, 2007 Designer CTC 9:00 AM Job Number 061252 Canterbury Truss Checked cked B Y Envelope Member Section Forces (Continued) Member Sec Axialfkl Ic v Shearfkl lc z Shear[k] Ic Torquefk -... Ic v -Y Mome... Ic z -z Momentfk -ftl Ic 154 min .486 1, 0 1 0 1 0 1 0 1 0 1 155 3 max 1.15 2 0 1 0 1 0 1 0 1 0 1 . 156 rein .486 1 0 1 0 1 0 1 0 1 0 1 157 4 max 1.15 2 0 1 0 1 0 1 0 1 0 1 158 min .486 1 0 1 0 1 0 1 0 1 0 1 159 5 max 1.15 2 0 1 0 1 0 1 0 1 0 1 160 min .486 1 0 1 0 1 0 1 0 1 0 T13 161 M17 1 max -.606 1 0 1 0 1 0 1 0 1 0 1 162 min -1.287 2 0 1 0 1 0 1 0 1 0 1 163 2 rnax -.606 1 0 1 0 1 0 1 0 1 0 1 164 min -1.287 2 0 1 0,. , 14 0 1 0 1 0 1 165 3 max -.606 1 0 1 0 , 1 0 1 0 1 0 1 :166 mire -1.287 2 0 1 0';. 1 0 1 0 1 0 1 167 4 max -.606 1 0 1 0 1 0 1 0 1 0 1 , 168 min -1.287 2 0 1 0 1 0 1 0 1 0 1., 169 5 maxi _.606 1 0 1 0 1 0 1 0 1 0 1 :170 min_ -1.287 2 0 1 0 1 0 1 0 1 0 1 171 M18 l max .723 2 - - - 1 - 0- 1 0 1 0 1 0 1 ;172 min _ .276 1- 0 1 - 0 1 0 1 0 1 0 - 1 173 2 max .723 2 0 1 0 1 0 1 0 1 0 1 174 min .276 1 0 1 _ 1� 0 1 0 1 0 11 :: 175 3 max .723 2 0 1 -0 1 0 1 0 1 0 1 176 min .276 1 0 1 0 1 0 1 0 1 0 1.= 177 4 max .723 2 0 1 0 1 0 1 0 1 0 1 178 min .276 1 0 1 0 1 0 1 0 1 0 179 5 max .723 2 0 1 0 1 0 1 0 1 0 1 180 min .276 1 0 1 0 1 0 1 0 1 0 1 Envelope Member Section Deflections Member Sec x [in] Ic y jin] Ic z [in] Ic x Rotate [r... Ic (n) Uy Ratio Ic (n) Liz Ratio Ic 1 1 M1 1 max .001 2 0 1 0 1 0 1 NC 1 NC 1 2 min 0. , 0 2 0 1 0 1 NC 2 NC 1 3 2 max .002 2 -.009 , 1 0 1 0 1 NC 1 NC 1 4 min _ .001 , 1 .023' 2 0 1 0 1 NC 2 NC 1 5 3 max 0 1 -.038 1 0 1 0 1 6877.255 1 NC 1 6 min 0 2 -.098 2 0 1 0 1 2613.846 2 NC 1 7 4 max 0 1 -.059 1 0 1 0 1 4384.498 1 NC 1 8 min 0 2 -.153 2 0 1 0 1 1658.16 2 NC 1 9 5 max 0 1 -.01 1 0 1 0 1 NC 1 NC 1 10 min 0 2 -.022 2 0 1 0 1 NC 2 NC 1 11 M2 1 max .013 2 -.008 1 0 1 0 1 NC 1 NC 1 12 min .006 1 -.018 2 0 1 0 1 NC 2 NC 1 13 2 max .016 2 -.098 1 0 1 0 1 3990.718 1 NC 1 14 min . 1 -.23 2 0 1 0 1 1695.548 ` 2 NC 1 15 3 max .005 2 -.2 1 0 1 0 1 1870.911 1 NC 1 16 min .002 1 -.455 2 0 1 0 1 820.629 2 NC 1 17 4 max -.013 1 -.275 1 0 1 0 1 1344.257 1 NC 1 18 min -.03 2 -.632 2 0 1 0 1 584.779 2 NC 1 19 5 max -.03 1 -.01 1 0 1 0 1 NC 1 NC 1 20 min -.069 2 -.023 2 0 1 0 1 NC 2 NC 1 21 M3 1 max .072 2 -.005 1 0 1 0 1 NC 1 NC 1 22 min .031 1 -.011 2 0 1 0 1 NC 2 NC 1 23 2 max .105 2 -.305 1 0 1 0 1 1051.287 1 NC 1 24 min .046 1 -.631 2 0 1 0 1 509.469 2 NC 1 - 25 3 max .132 2 -.219 1 0 1 0 1 1492.93 1 NC 1 26 min .058 1 -.495 2, 0 1 0 1 661.262 2 NC 1 RISA -3D Version 6.0.1.5 [H:\Jobs 200610612521Calculations\Truss #1 Analysis.r3d] Page 7 R . 27 - -- 4 max '- l .149 •" 2 l 1...1 -.13 1 ,- IU 0 1 x o a e r ... 0 IV 1 ,I1/ LiV RdLI 2638.724 Ili 1 kw Liz Kano NC IC 1 28 29 ® min 5 max .065 .158 1 2 -.274 -.013 2 1 0 1 0 1 1262.851 2 NC 0 1 0 1 NC 1 NC 30 min .069 1 -.031 2 0 1 0 1 NC 2 31 M4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 32 min 0 1 0 1 0 1 0 1 NC 1 NC 1 33 2 max -.002 1 .111 2 0 1 0 1 914.957 2 NC 1 34 min -.004 2 .049 1 0 1 0 1 2066.251 1 NC 1 35 3 max -.003 1 .161 0 1 0 1 626.354 2 NC 36 37 ® min 4 max "' -.004 2 .07 0 1 0 1 1441.076 1 NC .103 2 0 1 0 1 942.497 NC 38 min -.01 .044 1 0 1 0 1 1' 2195.342 NC NC NC 39 max min max min max min max -.005 -.012 0 0 II M 1 -.005 1 2 0 0 II 0 40 41 42 43 44 M5 - E -.01 0 1 NC 2 NC 0 0 -.007 1 0 0 1 NC 1 NC 0 0 0 0 1 1 NC 2 NC 0 NC 1 NC 0 2 -.008 2 0 M 0 1 NC ,: 2 NC 45 0 1 -.013 1 0 1 0 1 NC 1 NC 1 46 min 0 2' x;024 2 0 1 0 1 NC 2 NC 1 47 max 0 2 -.015 1 0 0 1 NC NC 1 48 min 0 1 - .022 2 0 0 1 NC NC 1 49 max 0 1 0 1 0 1 0 1 NC NC 1 50 min 0 1 0 1 0 1 0 1 NC NC 1 51 M6 max 0 1 0 1 0 1 0 1 NC NC 1 52 min 0 2 0 1 0 1 0 1 NC NC 1' 53 max 0 1 0 1 0 1 0 1 NC NC 1 54 min 0 2 0 2 0 1 0` 1 NC 2 NC 1 55 56 57 3 max - min 4 max 0 0 1 2 0 1 0 0 1 NC 1 NC 1 0 2 0 0 1 NC 2 NC 1 0 1 0 0 0 1 NC NC 1 5 8 min 0 2 0 0 0 1 NC NC 1 59 max 0 1 0 0 1 0 1 NC NC 1 60 min 0 _ 2 -.001 0 1 0 1 ' NC NC 1 61 M7 max 0 1 0 0 0 1 NC 1 NC 1 62 min 0 1 0 0 0 1 NC 1 NC 1 63 64 max min 0 -.001 1 2 0 0 1 2 0 0 1 1 0 1 NC 1 NC 1 0 1 NC 2 NC 1 65 max -.001 1 0 1 0 1 0 1 NC 1 NC 1 66 min -.003 2 -.002 2 0 1 0 1 NC 2 NC 1 67 max -.002 1 -.001 1 0 1 0 1 NC 1 NC 1 68 min -.004 2 -.003 2 0 1 0 1 NC 2 NC 69 5 max -.002 1 -.002 1 0 1 0 1 NC 1 NC 70 min -.005 2 -.004 2 0 1 0 1 NC 2 NC 71 M8 1 max -.009 1 .001 2 0 1 0 1 NC 2 NC 72 min -.02 2 0 1 0 1 0 1 NC 1 NC 73 2 max -.009 1 0 1 0 1 0 1 NC 1 NC 74 min -.021 2 0 2 0 1 0 1 NC 2 NC 75 3 max -.009 1 -.001 1 0 1 0 1 NC 1 NC 76 min -.021 2 -.003 2 0 1 0 1 NC 2 NC 1 77 4 max -.009 1 -.002 1 0 1 0 1 NC 1 NC 1 78 min -.022 2 -.005 2 0 1 0 1 NC 2 NC 1 79 5 max -.009 1 -.003 1 0 1 0 1 NC 1 NC 1 80 min -.022 2 -.006 2 0 1 0 1 NC 2 NC 1 81 M9 1 max -.008 1 0 1 0 1 0 1 NC 1 NC 1 82 min -.019 2 0 2 0 1 0 1 NC 2 NC 1 83 2 max -.009 1 -.001 1 0 1 0 1 NC 1 NC 1 Company Designer Job Number Mem BMGP Engineers Inc. CTC 061252 Canterbury Truss Envelope Member Section Deflection (Continued) I c R t t f RISA -3D Version 6.0.1.5 [H:1Jobs 200610612521Calculations\Truss #1 Analysis.r3d] Feb 6, 2007 9:00 AM Checked By: • Page 8 P. I 0 Company BMGP Engineers Inc. Feb 6, 2007 Designer CTC 9:00 AM Job Number 061252 Canterbury Truss Checked By: Envelope Member Section Deflections (Continued) Member Sec x fin] Ic y_N_11 Ic z finL Ic x R.t -t- .. Ic n U Ratio Ic n Uz Ratio Ic 84 min -.02 2 -.002 2 0 1 0 1 NC s' 2 NC 1 85 3 max -.009 1 -.002 1 0 1 0 1 NC 1 NC 1 86 min -.02 2 -.004 2 0 1 0 1 NC 2 NC 1 87 4 max -.009 1 -.003 1 0 1 0 1 NC 1 NC 1 88 min -.021 2 -.005 2 0 1 0 NC NC 1 . 89 5 max -.009 1 -.003 1 0 1 0 II NC IN NC 1 90 min -.021 2 - .007 2 0 1 0 ® NC ® NC 1 91 M10 1 max 0 2 0 2 0 1 0 H NC © NC 1 92. min 0 1 0 1 0 1 0 NC NC 1 93 2 max 0 2 0 2 0 1 0 Ell NC NC 1 94 min 0 1 0 1 0 1 0 ® NC NC 1 95 3 max 0 2 0 2 0 1 0 EN NC NC 1 96 min " 0 1 0 1 0 1 0 ® NC ,; I1 NC 1 97 4 max 0 2 0 2 0 1 0 1 NC 2 NC 1 98 min 0 . 1 0 1 0 1 0 1 NC 1 NC 1 99 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 100 min 0 1 ,' 1 0 1 0 1 NC II NC 1 101 M11 1 max .006 2 0 1 0 1 0 0 NC 1 NC 1 102 min .003 1 :002 2 0 1 0 II NC 2 NC 1 103 2 max .007 2 -.002 1 0 1 0 NC 111 NC 1 104 min .003' 1 .006 2 0 1 0 1 NC NC 1 105 3 max .008 2 -.004 1 0 1 0 1 NC II NC 1 106 - min . .004' 1 -:01 2 0 ,o1 0 1 NC NC 1 107 4 max .009 2 -.006 1 0 1 0 , 1 NC II NC 1 108 min .004 1 .014 2 0 1 0 119120.302 2 NC 1 109 5 max .01 2 -.008 1 0 1 0 0 NC HE NC 1 110 min .005' 1 .017 2 0 ' 1 ' 0 ® 6840.227 ® NC 1% - 111 M12 1 max .02 2 -.004 1 0 1 0 0 NC 0 NC 1 112 min .009 1 -.01 2 0 1 0 ® NC ® NC 1 113 2 max .019 2 -.004 1 0 1 0 0 NC 1 NC 1 - 114 min .008 1 -.011 2 0 1 0 ® NC 2 NC 1 115 , 3 max .017 2 -.005 1 0 1 0 IN NC 1 NC 1 116 min .008 1 -.011 2 0 1 0 ® NC 2 NC 1 117 _ 4 max .016 2 - 005 1 0 1 0 0 NC NC 1 118 min .007 1 -.012 2 0 1 0 II NC NC 119 - __-- -__ - -- 5 max .014 2 -.005 1 0 1 0 NC NC 1 120 min .006 1 .012 2 . 0 _,1 0 ® NC ® NC 1 121 M13 1 max -.008 1 -.003 1 0 1 0 0 NC 1 NC _ _122 min -.018 2 -.006 2 0 1 0 ® NC 2 NC 1 1 _ 2 max -.007 1 -.003 1 0 1 0 E NC E NC 1 124 min -.016 2 -.007 2 0 1 0 ® NC ® NC 1 125 3 max -.006 1 -.004 1 0 1 0 0 NC 0 NC 1 126 min -.014 2 -.009 2 0 1 0 II NC ® NC 1 127 4 max -.005 1 -.005 1 0 1 0 0 NC 0 NC 1 128 _ min -.011 2 -.011 2 0 1 0 ® NC ® NC 1 ':,_ 129 5 max -.004 1 -.006 1 0 1 0 0 NC 0 NC 1 130 _ min -.009 2 -.013 2 0 1 0 ® NC ® NC 1 131 M14 1 max -.065 1 .06 2 0 1 0 NC 2 NC 1 132 min. -.15 2 .026 1 0 1 0 NC 1 NC 1 133 2 max -.067 1 -.003 1 0 1 0 2830.964 1 NC 1 134 _._ min -.153 2 -.006 2 0 1 0 1240.721 2 NC 1 135 3 max -.068 1 -.031 1 0 1 0 1 1415.482 1 NC 1 . 136 min -.157 2 -.071 2 0 1 0 0 620.361 2 NC 1 137 4 max -.07 1 -.06 1 0 1 0 0 943.655 1 NC 1 138 min -.16 2 -.136 2 0 1 0 UI 413.574 2 NC 1 139 5 max -.071 1 -.089 1 0 1 0 El 707.741 1 NC 1 140 min -.163 2 -,202 2 0 1 0 1 310.18 2 NC 1 RISA -3D Version 6.0.1.5 [H: \Jobs 2006 \061252 \Calculations \Truss #1 Analysis.r3d] Page 9 2 , H Company BMGP Engineers Inc. Feb 6, 2007 Designer CTC 9:00 AM Job Number 061252 Canterbury Truss Checked By: Envelope Member Section Deflections (Continued) Member Sec x fin] Ic v finl Ic z finl Ic x Rotate fr... Ic (n) L/v Ratio Ic (n) Liz Ratio Ic 141 M15 1 max .187 2 -.079 1 0 1 0 1 NC 1 NC 1 142 min :082 1 -.181 2 0 1 0 1 NC ''2 NC 1 . 143 2 max .188 2 -.096 1 0 1 0 1 NC 1 NC 1 144 min .083 1 -.219 2 0 1 0 1 1452.078 2 NC 1 145 3 max .189 2 - .112 1 0 1 0 1 NC 1 NC 1 146 min .083 1 -.257 2 0 1 0 1 726.039 2 NC 1 147 4 max .191 2 -.129 1 0 1 0 1 NC 1 NC 1 148 min .084 1 -.295 2 0 1 0 1 484.026 2 NC 1 149 5 max .192 2 -.146 1 0 1 0 1 NC 1 NC 1 150 _ .� i , < min' .085 1 -.333 2 0 1 0 1 363.019 , 2 I NC 1 151 M16 1 max -.148 1 -.081 1 0 1 0 1 NC 1 NC 1 152 min -.338 ` 2 -:184 2 0 1 0 1 NC 2 NC 1 153 2 max -.149 1 -.094 1 0 1 0 1 3802.703 1 NC 1 154 min -.339 2 -.214 2 0 1 0 1 1663.411 2 NC 1 155 3 max -.149 1 -.107 1 0 1 0 1 1901.352 1 NC 1 156 min' -.341 2 -.244 2 0 1 I 0 1 831.706 2 NC 1 157 4 max -.15 1 -.12 1 0 1 I 0 1 1267.568 ! 1 NC 1 158 min -.342 2 -'274 2 0 1 0 1 554.47 2 : "[WlFC.': 1 159 5 max -.15 1 -.133 1 0 1 0 1 950.676 1 1 NC 1 160 min -.343 2_ .303" 2 0 1 0 1 415.853 2 NC 1 161 M17 1 max .16 2 -.188 1 0 1 0 1 NC 1 NC 1 162 min .07 1 -.43 2 0 1 0 1 NC 2 NC 1 163 2 max .162 2 -.2 1 0 1 0 1 5365.893 1 NC 1 164 min _ .071 1 -.456 2 0 1 0 1 2380.448 2 NC 1 165 3 max .164 2 -.212 1 0 1 I 0 1 2682.947 1 NC 1 166 min .072 1 -.483 2 0 1 0 1 1190.224T 2 NC 1 167 4 max .166 2 -.224 1 0 1 0 1 1788.631 1 NC 1 168 min .073 1 -.509 2 0 _ 1 0 1 793'483 :; 2 NC 1 169 5 max _168 2 -.235 1 0 1 0 1 1341.473 1 NC 1 170 min .074 1 -.536 2 0 1 0 1 595.112 2 NC 1 171 M18 1 max -.21 1 -.129 1 0 1 0 1 NC 1 NC 1 172 min -.479 2 -.294 2 0 1 0 1 NC 2 NC 1 173 2 max -.21 1 -.129 1 0 1 0 1 NC 1 NC 1 174 mm -.479 2 -.294 2 _0 1 0 1 NC 2 - NC 1 175 3 max -.211 1 - .13 1 0 1 0 1 NC 1 NC 1 176 min -48 _ 2 -.294 2 0 1 0 1 NC 2 NC 1 177 _ 4 max -.211 1 -.13 1 0 1 0 1 NC 1 NC 1 178 mm -.48 2 -.295 2 0 1 0 1 NC 2 NC 1 179 _ 5 max -.211 1 -.13 1 0 1 0 1 NC 1 NC 1 '180 min -.48 2 -.295 2 0 1 0 1 NC 2 NC 1 Envelope Wood Code Checks Memb.., Shape Code Check Loc... Ic She... Lo...... Ic Fc' [...Ft' [k..Fb1'...Fb2'... Fv' [.,, Eqn 1 M1 2X4 .673 11.... 2 .948 11... v 2 .856 1.5 2.587 2.846 .095 3.9 2 M2 2X4 1.773 25.... .996 21... y 2 1.21 1.5 2.587 2.846 .095 3.9-3 3 M3 2X4 .869 2.177 2 .228 9.7.., y 2 .856. 1.5 2.587 2.846 .095 3.9 -1 4 M4 2X6 .591 3.792 2 .534 0 y 2 1.714 1.3 2.243 2.579 .095 3.9 - 5 M5 2X4 .492 20.... 2 .493 17 ... v 2 .856 1.5 2.587 2.846 .095 3.9 - 3 6 M6 2X4 .001 0 1 .000 0 z 1 .66 1.5 2.587 2.846 .095 3.9 - 7 M7 2X4 .465 0 2 .000 0 z 1 .365 1.5 2.587 2.846 .095 3.6.3 8 M8 2X4 .054 0 2 .000 0 z 1 .66 1.5 2.587 2.846 .095 3.6.3 ' -- 9 M9 2X4 _ .115 0 2 .000 0 z 1 .377 1.5 2.587 2.846 .095 3.6.3 10 M10 2X4 .076 0 2 .000 0 z 1 .304 1.5 2.587 2,846 .095 3.6.3 11 M11 2X4 .057 0 2 .000 0 z 1 .454 1.5 2.587 2.846 ,095 3.9 - - 12 M12 2X4 .256 0 2 .000 0 z 1 .377 1.5 2.587 2.846 .095 3.6.3 13 M13 2X4 .105 0 2 .000 0 z 1 .417 1.5 2.587 2.846 .095 3.9 - RISA -3D Version 6.0.1.5 [H: \Jobs 2006 \061252 \Calculations \Truss #1 Analysis.r3d] Page 10 Company : BMGP Engineers Inc. Feb 6, 2007 Designer : CTC 9:00 AM Job Number : 061252 Canterbury Truss Checked By:_ Envelope Wood Code Checks (Continued) Memb... Shape Code Check Loc... lc She... Lo...... lc Fc' [... Ft' [k..Fb1'... Fb2'... Fv' f... Ean 14 M14 2X4 .449 0 2 .000 0 z 1 .712 1:5 2.587 2.846 .095 3.6.3 15 M15 2X4 .124 0 2 .000 0 z 1 .397 1.5 2.587 2.846 .095'3.9 - 16 M16 2X4 .448 0 2 .000 0 z ' 1 :489 1.5 2.587 2.846 '.095 3.6.3 17 M17 2X4 .163 0 2 .000 0 z 1 .309 1.5 2.587 2.846 .095 3.9 - 18 M18 2X4 .104 0 2 .000 0 z 1 1.323 1.5 2.587 2.846 .095 3.6.3 RISA -3D Version 6.0.1 5 [H:\Jobs 200610612521Calculations\Truss #1 Analysis.r3d] Page 11 1 I ►3