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1 S1' = oasTh v 73 v SA) /3 Arc 1 1 1 1 STRUCTURAL CALCULATIONS For 1 Retractable Platform Westgate Baptist Church 1 Tigard, OR 1 Project No. 09808 Prepared For Westgate Baptist Church 1 12930 SW Scholls Ferry Road Tigard, OR 97223 to PR Oft" otir 1 It 101 / � 1 yl� Qz,s, Fa FBRNp 8-3-09 1 1 REV DATE DESCRIPTION PAGES 1 1 MI I♦ MI M M MN E MI = MI = I M N IIIII = N = MN Y AW • Z x v cc \ .7 X5 \ ,A „� MBq w _ � „ ;7 Moo 00 A M72Ne 441/ ..„., , 4 AM,�. M _ '..r M20 : : �_ 44� coCC \ V , G , _iv.;.-.1: , NOP?. . 8,01 --.ip .,N: N.. , , d � co 51 il'Z'Fr/ M30 r 42 o " 29 41 8 52 Loads:ELX-Earthquake Load X Solution:Envelope WESTGATE BAPTIST CHURCH - ... RETRACTABLE PLATFORM JFB Aug 3, 2009 at 6:31 PM 09808 with supports platform(V7).r3d I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug6:32 3PM , 2009 I Designer JFB Job Number 09808 RETRACTABLE PLATFORM Checked By: I Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ft] Temp[F] Detach From Diaa... I 1 N1 0 2.33 0 0 2 N2 9 2.33 0 0 3 N4 9 0 0 0 4 N5 9 .5 0 0 I 5 N6 9 2.83 0 0 6 N7 -.5 2.83 0 0 7 N9 18.5 2.83 0 0 8 N10 9 0 -10 0 9 N12 9 2.83 -10 0 10 N13 -.5 2.83 -10 0 11 N14 18.5 2.83 -10 0 12 N13A 6.334 2.83 0 0 I 13 N14A 6.334 2.83 -10 0 14 N15 3.668 2.83 0 0 15 N16 3.668 2.83 -10 0 16 N17 1.002 2.83 0 0 I 17 N18 1.002 2.83 -10 0 18 N19 11.666 2.83 0 0 19 N20 11.666 2.83 -10 0 20 . N21 14.332 2.83 0 0 I 21 N22 14.332 2.83 -10 0 22 N23 16.998 2.83 0 0 23 N24 16.998 2.83 -10 0 I 24 N25 3 2.33 0 0 25 N25A 4.5 2.33 7.794229 0 26 N28 6 2.33 5.196152 0 27 N29 13.5 2.33 7.794229 0 I 28 N32 12 2.33 5.196152 0 29 N33 18 2.33 -0. 0 30 N36 15 2.33 -0. 0 31 N31 15.04 2.33 5.12687 0 I 32 N32A 2.96 2.33 5.12687 0 33 N33A 7.54 2.33 2.528794 0 34 N34 10.46 2.33 2.528794 0 35 N35 16.58 2.33 2.459512 0 I 36 N36A 1.42 2.33 2.459512 0 37 N37 1.76 2.33 5.12687 0 38 N38 .42 2.33 2.459512 0 39 N41 16.24 2.33 5.12687 0 I 40 N42 17.58 2.33 2.459512 0 41 N41A 6.25 2.33 7.794 0 42 N42A 9 2.33 7.794229 0 43 N43 11.75 2.33 7.794 0 44 N44 6.75 2.33 8.594229 0 45 N45 9 2.33 8.594229 0 48 N46 11.25 2.33 8.594229 0 47 N47 -.5 0 0 0 I 48 N48 18.5 0 0 0 49 N49 -.5 0 -10 0 SO N50 18.5 0 -10 0 51 N51 6.25 -.5 7.794 0 I 52 N52 11.75 -.5 7.794 0 53 N53 9 2.16 0 0 54 N59 8.75 2.33 0.433013 0 55 N60 9.25 2.33 0.433013 0 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3dj Page 9 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IJoint Coordinates and Temperatures (Continued) Label X fftl Y fftl Z fftl Temp fF1 Detach From Diao... I 56 N61 8.5 2.33 0 0 0 57 N62 9.5 2.33 -0. 58 N58 9 0 -13 0 IMember Primary Data Label I Joint J Joint K Joint Rotate(dea) Section/Shape Type Design List Material Design Rules 1 M1 N1 N25 T1 Beam Tube A500 Gr.42 Twica I 2 M3 N4 N5 P1 Beam Pipe A36 Gr.36 Typica 3 M4 N5 N53 P1 Beam Pipe A36 Gr.36 Twica 4 M5 N2 N6 P1 Beam Pipe A36 Gr.36 Typica 5 M6 N7 N6 90 T2 Beam Tube A500 Gr.42 Twice I 6 M7 N6 N9 90 T2 Beam Tube A500 Gr.42 Typica 7 M 11 N 13 N 12 WF3 Beam Wide Flanae A992 Tvaica 8 M12 N12 N14 WF3 Beam Wide Flange A992 Typica I 9 M10 N6 N12 90 Ti Beam Tube A500 Gr.42 Tvoica 10 M11A N13A N14A T1 Beam Tube A500 Gr.42 Typica 11 M12A N15 N16 Ti Beam Tube A500 Gr.42 Tvoica 12 M13 N17 N18 T1 Beam Tube A500 Gr.42 Typica I 13 M14 N19 N20 Ti Beam Tube A500 Gr.42 Tvpica 14 M15 N21 N22 T1 Beam Tube A500 Gr.42 Typica 15 M16 N23 N24 Ti Beam Tube A500 Gr.42 Twica 16 M17 N10 N12 90 T1 Beam Tube A500 Gr.42 Typica 17 M18 N25 N61 Ti Beam Tube A500 Gr.42 Tvoica I 18 M19A N25A N28 T1 Beam Tube A500 Gr.42 Typica 19 M20 N28 N33A T1 Beam Tube A500 Gr.42 Tvaica 20 M22 N29 N32 T1 Beam Tube moo Gr.42 Typica ' 21 M23 N32 N34 Ti Beam Tube A500 Gr.42 Tvoica 22 M25 N33 N36 T1 Beam Tube A500 Gr.42 Typica 23 M26 N36 N62 T1 Beam Tube A500 Gr.42 Twica 24 M28 N25A N32A T1 Beam Tube A500 Gr.42 Typical I 25 M29 N25A N41A T1 Beam Tube A500 Gr.42 Tvoica 26 M30 N29 N31 Ti Beam Tube A500 Gr.42 Typica 27 M31 N31 N35 T1 Beam Tube A500 Gr.42 Tvoica 28 M32 N32A N36A T1 Beam Tube A500 Gr.42 Typica I 29 M33 30 M34 N33A N59 T1 Beam Tube A500 Gr.42 Tvoica N34 N60 Ti Beam Tube A500 Gr.42 Typical 31 M35 N35 N33 T1 Beam Tube A500 Gr.42 Twice 32 M36 N36A N1 T1 Beam Tube A500 GrA2 Typica I 33 M37 N32A N28 Ti Beam Tube A500 Gr.42 Typica 34 M38 N28 N32 Ti Beam Tube A500 Gr.42 Typical 35 M39 N32 N31 T1 Beam Tube A500 Gr.42 Tvoica 36 M40 N36A N33A T1 Beam Tube A500 Gr.42 Typical I 37 M41 N33A N34 Ti Beam Tube A500 Gr.42 Twice 38 M42 NM N35 T1 Beam Tube Mao Gr.42 Typic 39 M43 N37 N32A T1 Beam Tube A500 Gr.42 Twice 40 M44 N38 N36A T1 Beam Tube MOO Gr.42 Typical I41 M45 N41 N31 Ti Beam Tube A500 Gr.42 Twice 42 M46 N42 N35 T1 Beam Tube A500 Gr.42 Typical 43 M47 N41A N42A T1 Beam Tube A500 Gr.42 Tvaica 44 M48 N42A N43 T1 Beam Tube A500 Gr.42 Typical I 45 M49 N43 N29 Ti Beam Tube A500 Gr.42 Tvoica 46 M50 N41A N44 T1 Beam Tube AMO Gr.42 Typical 47 M51 N42A N45 T1 Beam Tube A500 Gr.42 Tvoica I48 M52 N43 N46 T1 Beam Tube MOO Gr.42 Typical RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 10 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 49 M53 N33 N42 L1 Beam Wide Flange A992 Typica I 50 M54 N42 N41 L1 Beam Wide Flange A992 Typical 51 M55 N41 N29 L1 Beam Wide Flange A992 Twice 52 M56 N29 N46 L1 Beam Wide Flange, A992 Typical 53 M57 N46 N45 L1 Beam Wide Flanae A992 Twice I 54 M58 N45 N44 L1 Beam Wide Flange A992 Typical 55 M59 N44 N25A L1 Beam Wide Flanae A992 Twice . 56 M60 N25A N37 L1 Beam Wide Flange A992 Typica 57 M61 N37 N38 L1 Beam Wide Flange A992 Typica I 58 M62 N38 N1 L1 Beam Wide Flange A992 Typical 59 M63 N47 N7 T1 Beam Tube A500 Gr.42 Twice 60 M64 N49 N13 T1 Beam Tube A500 Gr•42 Typica 61 M65 N50 N14 T1 Beam Tube A500 Gr.42 Twice I 62 M66 N48 N9 Ti Beam Tube A500 Gr.42 Typical 63 M69 N51 N41A L1 Beam Wide Flanae A992 Twice 64 M70 N52 , N43 L1 Beam Wide Flange A992 Typica 65 M69A N51 N25A L1 Beam Wide Flanae A992 Twice I 66 WDA N51 N28 L1 Beam Wide Flange A992 Typica 67 M71 N52 N32 L1 Beam Wide Flanae A992 TvDlca 68 M72 N52 N29 L1 Beam Wide Flange A992 Typical 69 M73 N53 N2 P1 Beam Pipe A36 Gr-36 Twice I 70 M75 N5 N25 BR1 VBrace Double Angle A36 0r•36 Typical 71 M76 N5 N28 BR1 VBrace Double Angle A36 Gr.36 Typica . 72 . M77 N5 N32 BR1 VBrace Double Angle A36 Gr.36 Typica I 73 M78 N5 N36 BR1 VBrace Double Angle A38 Gr.36 Typica 74 M79 N59 N53 Ti Beam Tube A500 Gr.42 Typical 75 M80 N60 N53 T1 Beam Tube A500 Gr.42 Twice 76 M81 N61 N53 T1 Beam Tube Mee Gr.42 Types I 77 M82 N62 N53 T1 Beam Tube A500 Gr.42 Types 78 M78A N12 N58 T1 Beam Tube moo Gr.42 Typica Hot Rolled Steel Section SetsI Label Shape Type Design List Material Design Rules A[in2J lyy[in4] Izz[in4] J[in4] 1 T2 HSS6X4X6 Beam Tube A500 Gr.42 Typical 6.175 14.916 28.276 32.784 2 T1 HSS4X4X4 Beam Tube A500 Gr.42 Typical 3.365 7.788 7.788 12.758 I 3 P1 PIPE 6.0X Beam Pipe A36 Gr.36 Typical 7.88 38.3 38.3 76.6 4 WF1 W12X26 Beam Wide Flange A992 Typical 7.65 17.3 204 .3 5 L1 L2.5X2X3 Beam Wide Flange A992 Typical .809 .291 .509 .01 6 WF2 W6X9 Beam Wide Flange A992 Typical 2.68 2.19 16.4 .04 7 WF3 W8X10 Beam Wide Flange A992 Typical 2.96 2.09 30.8 .04 I 8 BR1 LL3X2X4X3 VBrace Double Angle A36 Gr.36 Typical 2.38 1.889 2.17 .049 Basic Load Cases BLC Description Category X Gra...Y Gra...Z Gray... Joint Point Distrib...Area(Memb...Surface(Pl... 1 D DL -1 10 4 I 2 L1 LL 5 3 L2 LL 4 4 L3 LL 1 5 BLC 1 Transie... None 288 I 6 BLC 2 Tanele... None 295 7 BLC 3 Transie... None 202 8 SIC 4 Transie... None 57 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 11 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: Joint Loads and Enforced Displacements I Joint Label L.D.M No Data to Print... Direction Magnitude[(k.k-ft).(in.rad).(k*s^2/ft... I Member Distributed Loads (BLC 1 : D) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 1 M53 Y -.02 -.02 0 0 2 M54 Y -.02 s02 0 0 I 3 M55 Y -.02 -.02 0 0 4 M56 Y -.02 -.02 0 0 5 M57 Y -.02 -.02 0 0 6 M58 Y -.02 -.02 0 0 I 7 M59 Y -.02 -.02 0 0 8 M60 Y -.02 -.02 0 0 9M61 Y -.02 -.02 0 0 A 10 M62 Y -.02 -.02 0 0 Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) 1 Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] _ 1 M57 Y -.02 -.02 1.8 2.025 2 M58 Y -.02 -.02 1.35 1.575 3 M58 Y -.02 -.02 1.8 2.025 4 M59 Y -.019 -.019 .716 .955 I S M47 Y -.053 -.053 .825 1.1 6 M48 Y -.053 -.053 .55 .825 7 M52 Y -.095 -.095 .094 .189 8 M57 Y -.04 -.04 .675 .9 I 9 M6 Y -.012 -.012 0 .95 10 M11 Y -.012 -.012 0 .95 11 M11 Y -.012 -.012 1.9 2.85 12 M11 Y -.004 -.004 2.85 3.8 I 13 M11 Y -.004 -.004 3.8 4.75 14 M11 Y -.016 -.016 4.75 5.7 _ 15 M11 Y -.004 -.004 5.7 6.65 I 16 . M11 Y -.004 -.004 6.65 7.6 8.55 17 M11 Y -.008 -.008 7.6 18 M11 Y -.004 -.004 8.55 9.5 19 M12 Y -.008 -.008 0 .95 I 20 M12 Y -.008 -.008 .95 1.9 2.85 21 M12 Y -.004 -.004 1.9 22 M12 Y -.004 -.004 2.85 3.8 23 M12 Y -.012 -.012 3.8 4.75 I 24 M12 Y -.008 -.008 5.7 6.65 7.6 25 M12 Y -.012 -.012 6.65 26 M12 Y -.012 -.012 8.55 9.5 27 M10 Y -.022 -.022 4 5 I 28 M10 Y -.022 -.022 5 6 7 29 M10 Y -.022 -.022 6 30 M10 Y -.03 -.03 7 8 31 M10 Y -.022 -.022 8 9 I 32 M10 Y -.011 -.011 9 10 33 M11A Y -.03 -.03 3 4 34 M11A Y -.026 -.026 4 5 35 M11A Y _ -.03 -.03 5 6 I36 M11A Y -.026 -.026 6 7 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 12 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 37 M11A Y -.037 -.037 7 8 I 38 M11A Y -.022 -.022 8 9 39 M11A Y -.011 -.011 9 10 40 M12A Y -.03 -.03 2 3 41 M12A Y -.022 -.022 3 4 I 42 M12A Y -.022 -.022 4 5 43 M12A Y -.022 -.022 5 6 44 M12A Y -.022 -.022 6 7 45 M12A Y -.03 -.03 7 8 I 46 M12A Y -.022 -.022 8 9 47 M12A Y -.007 -.007 9 10 48 M13 Y -.011 -.011 0 1 49 M13 Y -.022 -.022 1 2 I 50 M13 Y -.037 -.037 2 3 51 M13 Y -.026 -.026 3 4 52 M13 Y -.03 -.03 4 5 53 M13 Y -.026 -.026 5 6 I 54 M13 Y -.03 -.03 6 7 55 M13 Y -.037 -.037 7 8 58 M13 Y -.026 -.026 8 9 57 M13 Y -.007 -.007 9 10 I 58 M14 Y -.03 -.03 6 7 59 M14 Y -.037 -.037 7 8 60 M14 Y -.026 -.026 8 9 I 61 M14 Y -.007 -.007 9 10 62 M15 Y -.03 -.03 7 8 63 M15 Y -.022 -.022 8 9 64 M15 Y -.011 -.011 9 10 I 65 M16 Y -.011 -.011 9 10 66 M6 Y -.012 -.012 1.9 2.85 67 M6 Y -.008 -.008 2.85 3.8 68 M6 Y -.012 -.012 4.75 5.7 I 69 M6 Y -.004 -.004 5.7 6,65 70 M6 Y -.004 -.004 6.65 7.6 71 M6 Y -.008 -.008 7.6 6.55_ 72 M6 Y -.008 -.008 8.55 9.5 I 73 M7 Y -.004 -.004 0 .95 74 M7 Y -.008 -.008 .95 1.9 75 M7 Y -.004 -.004 1.9 2.85 78 M7 Y -.004 -.004 2.85 3.8 I 77 M7 Y -.016 -.016 3.8 4.75 78 M7 Y -.004 -.004 4.75 5.7 79 M7 Y -.004 -.004 5.7 6.65 80 M7 Y -.012 -.012 6.85 7.6 I 81 M7 Y -.012 -.012 8.55 9.5 82 M10 Y -.011 -.011 0 1 83 M10 Y -.022 -.022 1 2 84 M10 Y -.03 -.03 2 3 I 85 M10 Y -.022 -.022 3 4 86 M11A Y -.007 -.007 0 1 87 M11A Y -.026 -.026 1 2 88 M11A Y -.037 -.037 2 3 I 89 M12A Y -.011 -.011 0 1 90 M12A Y -.022 -.022 1 2 91 M14 Y -,011 -.011 0 1 92 M14 Y -.022 -.022 1 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 13 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%1 I 93 M14 Y -.037 -.037 2 3 4 94 M14 Y -.026 -.026 3 95 M14 Y -.03 -.03 4 5 96 M14 Y -.026 -.026 5 6 I 97 M15 Y -.007 -.007 0 1 98 M15 Y -.022 -.022 1 2 99 M 15 Y -.03 -.03 2 3 100 M15 Y -.022 -.022 3 4 I 101 M15 Y -.022 -.022 4 5 6 102 M15 Y -.022 -.022 5 103 M 15 Y -.022 -.022 6 7 104 M16 Y -.007 -.007 0 1 I105 M16 Y -.026 -.026 1 2 106 M16 Y -.037 -.037 2 3 107 M16 Y -.03 -.03 3 4 108 M16 Y -.026 -.026 4 5 I 109 M16 Y -.03 -.03 5 6 110 M16 Y -.026 -.026 6 7 111 M16 Y -.037 -.037 7 8 112 M16 Y -.022 -.022 8 9 I 113 M45 Y -.039 -.039 .12 .36 .24 114 M45 Y -.039 -.039 .48 115 M54 Y -.016 -.016 1.493 1.791 116 M55 Y -.012 -.012 1.912 2.294 I 117 M30 Y -.032 -.032 2.464 2.772 118 M31 Y -.032 -.032 1.848 2.156 119 M35 Y -.054 -.054 .852 1.136 120 M54 Y -.033 -.033 .597 .896 I121 M1 Y -.009 -.009 .3 .6 122 M1 Y -.009 -.009 .9 1.2 123 M1 Y -.009 -.009 1.5 1.8 124 M1 Y -.018 -.018 1.8 2.1 I125 M1 Y -.018 -.018 2.1 2.4 126 M1 Y -.009 -.009 2.7 3 127 M18 Y -.015 -.015 0 .55 I 128 M18 Y -.005 -.005 .55 1.1 1.65 129 M18 Y -.02 -.02 1.1 130 M18 Y -.005 -.005 1.65 2.2 131 M18 Y -.02 -.02 2.2 2.75 I 132 M18 Y -.005 -.005 2.75 3.3 3.85 133 M18 Y -.02 -.02 3.3 134 M18 Y -.005 -.005 3.85 4.4 135 M18 Y -.01 -.01 4.4 4.95 I 136 M18 Y -.01 -.01 4.95 5.5 .6 137 M19A Y -.009 -.009 .3 138 M19A Y -.009 -.009 .6 .9 139 M19A Y -.009 -.009 .9 1.2 I 140 M19A Y -.009 -.009 1.2 1.5 141 M19A Y -.027 -.027 1.5 1.8 I 142 M19A Y -.018 -.018 1.8 2.1 143 M19A Y -.018 -.018 2.1 2.4 I 144 145 M19A Y -.009 -.009 2.4 2.7 M20 Y -.009 -.009 0 .308 146 M20 Y -.018 -.018 .616 .924 147 M20 Y -.018 -.018 .924 1.232 I148 M20 Y -.018 -.018 1.232 1.54 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 14 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer : JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) I Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[ft,%] End Location[ft.%] 149 M20 Y -.018 -.018 1.54 1.848 I 150 M20 Y -.018 -.018 1.848 2.156 151 M20 Y -.027 -.027 2.156 2.464 152 M20 Y -.009 -.009 2.464 2.772 153 M20 Y -.009 -.009 2.772 3.08 I 154 M23 Y -.018 -.018 1.54 1.848 155 M23 Y -.018 -.018 1.848 2.156 156 M23 Y -.027 -.027 2,156 2.464 157 M25 Y -.009 -.009 .6 .9 158 M25 Y -.018 -.018 1.2 1.5 159 M25 Y -.009 -.009 1.5 1.8 160 M25 Y -.018 -.018 2.1 2.4 161 M25 Y -.018 -.018 2.4 2.7 I 162 M25 Y -.009 -.009 2.7 3 163 M26 Y -.01 -.01 0 .55 164 M26 Y -.015 -.015 .55 1.1 165 M26 Y -.01 -.01 1.1 1.65 I 166 M26 Y -.015 -.015 1.65 2.2 167 M26 Y -.01 -.01 2.2 2.75 168 M26 Y -.015 -.015 2.75 3.3 I 169 M26 Y -.01 -.01 3.3 3.85 170 M26 Y -.01 -.01 3.85 4.4 171 M26 Y -.005 -.005 4.4 4.95 172 M26 Y -.005 -.005 4.95 5.5 173 M28 Y -.009 -.009 .616 .924 174 M28 Y -.018 -.018 1.232 1.54 i 175 M28 Y -.009 -.009 1.848 2.156 176 M28 Y -.009 -.009 2.156 2.484 ' 177 M32 Y -.009 -.009 .308 .616 178 M32 Y -.009 -.009 .616 .924 179 M32 Y -.009 -.009 .924 1.232 180 M32 Y -.009 -.009 1.232 1.54 I 181 M32 Y -.018 -.018 1.54 1.848 182 M32 Y -.009 -.009 2.156 2.484 183 M33 Y -.011 -.011 .242 .484 184 M33 Y -.011 -.011 .484 .726 I 185 M33 Y -.011 -.011 .726 .968 186 M33 Y -.023 -.023 .968 1.21 187 M33 Y -.023 -.023 1.21 1.452 188 M33 Y -.023 -.023 1.694 1.936 I 189 M33 Y -.011 -.011 1.936 2.178 190 M34 Y -.023 -.023 .242 .484 191 M34 Y -.011 -.011 .726 .968 192 M34 Y -.023 -.023 .968 1.21 I 193 M34 Y -.023 -.023 1.21 1.452 194 M34 Y -.023 -.023 1.452 1.694 195 M34 Y -.023 -.023 1.936 2.178 196 M36 Y -.01 -.01 0 .284 I 197 M36 Y -.01 -.01 .284 .568 198 M36 Y -.01 -.01 .568 .852 199 M36 Y -.01 -.01 .852 1.136 200 14136 Y -.01 -.01 1.136 1.42 I 201 M36 Y -.01 -.01 1.42 1.704 202 M36 Y -.01 -.01 1.704 1.988 203 M37 Y -.018 -.018 .304 .608 204 M37 Y -.018 -.018 .608 .912 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 15 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%1 I 205 M37 Y -.018 -.018 .912 1.216 1.52 206 M37 Y -.018 -.018 1.216 207 M37 Y -.018 -.018 1.52 1.824 208 M37 Y -.018 -.018 1.824 2.129 I 209 M37 Y -.009 -.009 2.129 2.433 2.737 210 M37 Y -.018 -.018 2.433 211 M37 Y -.009 -.009 2.737 3.041 212 M38 Y -.009 -.009 0 .6 I 213 M38 Y -.014 -.014 .6 1.2 214 M38 Y -.018 -.018 1.2 1.8 215 M38 Y -.027 -.027 1.8 2.4 216 M38 Y -.023 -.023 2.4 3 I 217 M38 Y -.018 -.018 3 3.6 218 M38 Y -.027 -.027 3.6 4.2 219 M40 Y -.004 -.004 0 .612 220 M40 Y -.018 -.018 .612 1.224 I 221 M40 M40 Y -.018 -.018 1.224 1.836 222 Y -.031 -.031 1.836 2.448 223 M40 Y -.022 -.022 2.448 3.06 224 M40 Y -.027 -.027 3.06 3.672 I 225 M40 Y -.022 -.022 3.672 4.284 4.284 226 M40 Y -.027 -.027 4.896 227 M40 Y -.018 -.018 4.896 5.508 228 M40 Y -.004 -.004 5.508 6.12 I 229 M41 Y -.009 -.009 .292 .584 230 M41 Y -.019 -.019 .584 .876 231 M41 Y -.019 -.019 .876 1.168 232 M41 Y -.028 -.028 1.168 1.46 I 233 M41 Y -.019 -.019 1.46 1.752 234 M41 Y -.028 -.028 1.752 2.044 235 M41 Y -.019 -.019 2.044 2.336 I 236 M41 Y -.019 -.019 2.336 2.628 237 M41 Y -.009 -.009 2.628 2.92 238 M42 Y -.009 -.009 0 .612 239 M42 Y -.013 -.013 .612 1.224 I 240 M42 Y -.022 -.022 1.224 1.836 2.448 241 M42 Y -.018 -.018 1.836 242 M42 Y -.031 -.031 2.448 3.06 243 M42 Y -.022 -.022 3.06 3,672 I 244 M42 Y -.022 -.022 3.672 4.284 4.896 245 M42 Y -.027 -.027 4.284 246 M22 Y -.018 -.018 .3 .6 247 M22 Y -.018 -.018 .6 .9 I 248 M22 Y -.018 -.018 1.5 1.8 249 M22 Y -.037 -.037 1.8 2.1 250 M22 Y -.018 -.018 2.4 2.7 251 M23 Y -.018 -.018 0 .308 I 252 M23 Y -.018 -.018 .616 X24 253 M23 Y -.018 -.018 .924 1.232 254 M23 Y -.018 -.018 1.232 1.54 255 M29 Y -.031 -.031 .875 1.05 I 256 M30 M30 Y -.036 -.036 1.232 1.54 257 Y -.018 -.018 2.156 2.464 258 M31 Y -.018 -.018 .308 .616 259 M31 Y -.018 -.018 .616 .924 I260 M31 Y -.036 -.036 1.54 1.848 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 16 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 I Designer JFB 6:3 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude(k/ft.d... Start Location[ft.%1 End Location[ft.%1 261 M35 Y -.019 -.019 .568 .852 I 262 M35 Y -.019 -.019 1.704 1.988 263 M38 Y -.018 -.018 4.2 4.8 264 M38 Y -.018 -.018 4.8 5.4 265 M38 Y -.009 -.009 5.4 6 I 266 M39 Y -.018 -.018 .304 .608 267 M39 Y -.018 -.018 .608 .912 268 M39 Y -.018 -.018 .912 1.216 269 M39 Y -.018 -.018 1.216 1.52 111270 M39 Y -.018 -.018 1.52 1.824 271 M39 Y -.018 -.018 1.824 2.129 272 M39 Y -.018 -.018 2.129 2.433 273 M42 Y -.018 -.018 4.896 5.508 I 274 M42 Y -.009 -.009 5.508 6.12 275 M47 Y -.02 -.02 0 .275 276 M47 Y -.02 -.02 .275 .56 277 M47 Y -.02 -.02 1.1 1.375 I 278 M47 Y -.02 -.02 1.375 1.65 279 M47 Y -.02 -.02 1.925 2.2 280 M47 Y -.02 -.02 2.2 2.475 I 281 M47 Y -.02 -.02 2.475 2.75 282 M48 Y -.02 -.02 .275 .55 283 M48 Y -.02 -.02 .825 1.1 284. M48 Y -.02 -.02 1.375 1.65 I 285 M48 Y -.02 -.02 1.65 1.925 286 M48 Y -.02 -.02 1.925 2.2 287 M49 Y -.031 -.031 .175 .35 288 M49 Y -.031 -.031 .35 .525 I Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%1 End Location[ft.%] 1 M6 Y -.117 -.117 0 .95 I 2 M6 Y -.117 -.117 1.9 2.85 3 M6 Y -.078 _ -.078 2.85 3.8 4 M6 Y -.117 -.117 4.75 5.7 5 M6 Y -.039 -.039 5.7 6.65 I 6 M6 Y -.039 -.039 6.65 7.6 7 M6 Y -.078 -.078 7.6 8.55 8 M6 Y -.078 -.078 8.55 9.5 9 M7 Y -.039 -.039 0 .95 I 10 M7 Y -.078 -.078 .96 1.9 11 M7 Y -.039 -.039 1.9 2.85 12 Ml Y -.039 -.039 2.85 3.8 I 13 M7 Y -.156 -.156 3.8 4.75 14 M7 Y -.039 -.039 4.75 5.7 15 M7 Y -.039 -.039 5.7 6.65 16 M7 Y -.117 -.117 6.65 7.6 I 17 M7 Y -.117 -.117 8.55 9.5 18 M12 Y -.117 -.117 8.55 9.5 19 M10 Y -.111 -.111 0 1 20 M10 Y -.223 -.223 1 2 I 21 M10 Y -.297 -.297 2 3 22 M10 Y -.223 -.223 3 4 23 M10 Y -.223 -.223 4 5 24 M10 Y -.223 -.223 5 8 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 17 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft,%] I 137 M38 Y -.274 -.274 3.6 4.2 138 M40 Y -.09 -.09 0 .612 139 M40 Y -.179 -.179 .612 1.224 140 M40 Y -.269 -.269 1.224 1.836 I 141 M40 Y -.224 -.224 1.836 2.448 3.06 142 M40 Y -.224 -.224 2.448 143 M40 Y -.313 -.313 3.06 3.672 144 M47 Y -.199 -.199 .55 .825 I 145 M47 Y -.527 -.527 .825 1.1 146. M47 Y -.199 -.199 1.1 1.375 147 M47 Y -.199 -.199 1.65 1.925 148 M47 Y -.199 -.199 1.925 2.2 I 149 M47 Y -.199 -.199 2.2 2.475 150 M48 Y -.199 -.199 0 .275 151 M48 Y -.199 -.199 .275 .55 152 M48 Y -.527 -.527 .55 .825 I153 M48 Y -.199 -.199 -.199 1.1 1.375 154 M48 Y -.199 1.375 1.65 155 M48 Y -.199 -.199 1.65 1.925 156 M48 Y -.199 -.199 2.2 2.475 I 157 158 M48 Y -.199 -.199 2.475 2.75 M49 Y -.313 -.313 .7 .875 159 M1 Y -.091 -.091 .6 .9 160 M1 Y -.183 -.183 1,2 1.5 I 161 M1 Y -.091 -.091 1.5 1.8 162 M1 Y -.183 -.183 2.1 2.4 163 M1 Y -.183 -.183 2.4 2.7 164 M1 Y -.091 -.091 2.7 3 I 165 M18 Y -.1 -.1 0 .55 166 M18 Y -.149 -.149 .55 1.1 167 M18 Y -.1 -.1 1.1 1.65 168 M18 Y -.149 -.149 1.65 2.2 I 169 M18 Y -.1 -.1 2.2 2.75 170 M18 Y -.149 -.149 2.75 3.3 171 M18 Y -.1 -.1 3.3 3.85 I 172 M18 Y -.1 -.1 3.85 4.4 4.95 173 M18 Y -.05 -.05 4.4 174 M18 Y -.05 -.05 4.95 5.5 175 M20 Y -.178 -.178 1.54 1.848 I 176 M20 Y -.178 -.178 1.848 2.156 2.464 177 M20 Y -.267 -.267 2.156 178 M22 Y -.091 -.091 .3 .6 179 M22 Y -.091 -.091 .6 .9 I 180 M22 Y -.091 -.091 .9 1.2 1.5 181 M22 Y -.091 -.091 1.2 182 M22 Y -.274 -.274 1.5 1.8 183 M22 Y -.183 -.183 1.8 2.1 I 184 M22 Y -.183 -.183 2.1 2.4 185 M22 Y -.091 -.091 2.4 2.7 186 M23 Y -.089 -.089 0 .308 187 M23 Y -.178 -.178 .616 .924 I 188 M23 M23 Y -.178 -.178 .924 1.232 189 Y -.178 -.178 1.232 1.54 190 M23 Y -.178 -.178 1.54 1.848 191 M23 Y -.178 -.178 1.848 2.156 I192 M23 Y -.267 -.267 2.156 2.464 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 20 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) I Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft,%] 193 M23 Y -.089 -.089 2.464 2.772 I 194 M23 Y -.089 -.089 2.772 3.08 195 M25 Y -.091 -.091 .3 .6 196 M25 Y -.091 -.091 .9 1.2 197 M25 Y -.091 -.091 1.5 1.8 198 1,425 Y -.183 -.183 1.8 2.1 199 M25 Y -.183 -.183 2.1 2.4 200 M25 Y -.091 -.091 2,7 3 201 M26 Y -.149 -.149 0 .55 I 202 M26 Y -.06 -.05 .55 1.1 203 M26 Y -.199 -.199 1.1 1.65 204 M26 Y -.05 -.05 1.65 2.2 205 M26 Y -.199 -.199 2.2 2.75 I 206 M28 Y -.05 -.05 2.75 3.3 207 M26 Y -.199 -.199 3.3 3.85 208 M26 Y -.05 -.05 3.85 4.4 209 M26 Y -.1 -.1 4.4 4.95 I 210 M26 Y -.1 -.1 4.95 5.5 211 M30 Y -.089 -.089 .616 .924 212 M30 Y -.178 -.178 1.232 1.54 I 213 M30 Y -.089 -.089 1.848 2.156 214 M30 Y -.089 -.089 2.156 2.464 215 M31 Y -.089 -.089 .308 .616 216 M31 Y -.089 -.089 .616 .924 217 M31 Y -.089 -.089 .924 1.232 218 M31 Y -.089 -.089 1.232 1.54 219 M31 Y -.178 -.178 1.54 1.848 220 M31 Y -.089 -.089 2.156 2.464 I 221 M33 Y -.226 -.226 .242 .484 222 M33 Y -.113 -.113 .726 .968 223 M33 Y -.226 -.226 .968 1.21 224 M33 Y -.226 -.228 1.21 1.452 I 225 M33 Y -.226 -.226 1.452 1.694 226 M33 Y -.226 -.226 1.938 2.178 227 M34 Y -.113 -.113 .242 .484 228 M34 Y -.113 -.113 .484 .726 I 229 M34 Y -.113 -.113 .726 .968 230 M34 Y -.226 -.226 .968 1.21 231 M34 Y -.226 -.226 1.21 1.452 232 M34 Y -.226 -.226 1.894 1.936 233 M34 Y -.113 -.113 1.936 2.178111 234 M35 Y -.096 -.096 0 .284 235 M35 Y -.096 -.096 .284 .568 236 M35 Y -.096 -.096 .568 .852 I 237 M35 Y -.44 -.44 .852 1.136 238 M35 Y -.096 -.096 1.136 1.42 239 M35 Y -.096 -.096 1.42 1.704 240 M35 Y -.096 -.096 1.704 1.968 I 241 M38 Y -.183 -.183 4.2 4.8 242 M38 Y -.137 -.137 4.8 5.4 243 M38 Y -.091 -.091 5.4 6 244 M39 Y -.09 -.09 0 .304 I 245 M39 Y -.18 -.18 .304 .608 248 M39 Y -.09 -.09 .608 .912 247 M39 Y -.18 -.18 .912 1.216 248 M39 Y -.18 -.18 1.218 1.52 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 21 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] I 249 M39 Y -.18 -.18 1.52 1.824 2.129 250 M39 Y -.18 -.18 1.824 251 M39 Y -.18 -.18 2.129 2.433 252 M39 Y -.18 -.18 2.433 2.737 I 253 M40 Y -.179 -.179 3.672 4.284 4.896 254 M40 Y -.224 -.224 4.284 255 M40 Y -.134 -.134 4.896 5.508 256 M40 Y -.09 -.09 5.508 6.12 I 257 M41 Y -.094 -.094 0 .292 .584 258 M41 Y -.188 -.188 .292 259 M41 Y -.188 -.188 .584 .876 260 M41 Y -.282 -.282 .876 1.168 I 261 M41 Y -.188 -.188 1.168 1.46 262 M41 Y -.282 -.282 1.46 1.752 263 M41 Y -.188 -.188 1.752 2.044 264 M41 Y -.188 -.188 2.044 2.336 I 265 M41 Y -.094 -.094 2.336 2.628 266 M42 Y -.045 -.045 0 .612 267 M42 Y -.179 -.179 .612 1.224 268 M42 Y -.269 -.269 1.224 1.836 I 269 M42 Y -.224 -.224 1.836 2.448 270 M42 Y -.269 -.269 2.448 3.06 271 M42 Y -.224 -.224 3.06 3.672 272 M42 Y -.313 -.313 3.672 4.284 I 273 M42 Y -.179 -.179 4.284 4.896 274 M42 Y -.179 -.179 4.896 5.508 275 M42 Y -.045 -.045 5.508 6.12 276 M57 Y -.2 -.2 1.8 2.025 277 M58 Y -.2 -.2 1.35 1.575 278 M58 Y -.2 -.2 1.8 2.025 279 M59 Y -.188 -.188 .716 .955 280 M52 Y -.954 -.954 .094 .189 I 281 M57 Y -.4 -.4 .675 .9 282 M28 Y -.316 -.316 2.464 2.772 283 M32 Y -.316 -.316 1.848 2.156 284 M61 Y -.326 -.326 2.09 2.388 I 285 M43 Y -.389 -.389 .12 .24 286 M43 Y -.389 -.389 .36 .48 287 M60 Y -.122 -.122 1.53 1.912 I 288 M61 Y -.156 -.156 1.194 1.493 .24 289 M45 Y -.389 -.389 .12 290 M45 Y -.389 -.389 .36 .48 291 M54 Y -.156 -.156 1.493 1.791 I 292 M55 Y -.122 -.122 1.912 2.294 2.772 293 M30 Y -.316 -.316 2.464 294 M31 Y -.316 -.316 1.848 2.156 295 MM Y -.326 -.326 .597 .896 IMember Distributed Loads (BLC 7: BLC 3 Transient Area Loads) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft,%] 1 M44 Y -.054 -.054 .1 .2 2 M44 Y -.054 -.054 .3 .4 3 M61 Y -.038 -.038 1.194 1.493 4 M62 Y -.022 -.022 .998 1.248 5 M28 Y -.019 -.019 .924 1.232 IRISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 22 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR 6:3Aug2 3, 2009 I Designer JFB PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 7: BLC 3 Transient Area Loads) (Continued) 1 Member Label Direction Start Maanitudefk/ft.d..End Magnitudefk/ft,d... Start Locationfft.%1 End Locationfft,%1 6 M28 Y -.019 -.019 1.848 2.156 I 7 M32 Y -.019 -.019 0 .308 8 M32 Y -.019 -.019 .924 1.232 9 M32 Y -.019 -.019 1.232 1.54 10 M32 Y -.019 -.019 2.156 2.464 I 11 M32 Y -.019 -.019 2.464 2.772 12 M36 Y -.021 -.021 .284 .588 13 M36 Y -.021 -.021 1.42 1.704 14 M43 Y -.049 -.049 .84 .96 I 15 M44 Y -.058 -.058 .5 .6 16 M60 V -.015 -.015 1.912 2.294 17 M60 Y -.015 -.015 2.677 3.059 18 M61 V -.039 -.039 0 .299 I 19 M19A Y -.037 -.037 .3 .6 20 M19A Y -.037 -.037 .6 .9 21 M19A Y -.037 -.037 1.5 1.8 22 M19A Y -.073 -.073 1.8 2.1 I 23 M19A Y -.037 -.037 2.4 2.7 _ . .. 24 M20 Y -.036 -.036 0 .308 25 M20 Y -.036 -.036 .616 .924 26 M20 Y -.036 -.036 .924 1.232 I 27 M20 Y -.036 -.036 1.232 1.54 28 M28 Y -.071 -.071 1.232 1.54 29 M28 Y -.036 -.036 2.156 2.464 I 30 M29 Y -.063 -.063 1.225 1.4 31 M29 Y -.063 -.063 1.4 1.575 32 M32 Y -.036 -.036 .308 .618 33 M32 Y -.036 -.036 .616 .924 I 34 M32 Y -.071 -.071 1.54 1.848 35 M36 Y -.039 -.039 .568 .852 36 M36 Y -.039 -.039 .852 1.136 37 M36 Y -.039 -.039 1.704 1.988 I 38 M37 Y -.036 -.036 .608 .912 39 M37 Y -.036 -.036 .912 1.216 40 M37 Y -.036 -.036 1.216 1.52 41 M37 Y -.036 -.036 1.52 1.824 I 42 M37 Y -.036 -.036 1.824 2.129 43 M37 Y -.036 -.036 2.129 2.433 44 M37 Y -.036 -.036 2.433 2.737 45 M38 Y -.018 -.018 0 .6 46 M38 Y -.037 -.037 .6 1.2 47 M38 Y -.037 -.037 1.2 1.8 48 M38 Y -.055 -.055 1.8 2.4 49 M38 Y -.037 -.037 2.4 3 I 50 M38 Y -.046 -.046 3 3.6 51 M38 Y -.055 -.055 3.6 4.2 52 M140 Y -.018 -.018 0 .812 53 M40 Y -.036 -.036 .612 1.224 I 54 M40 Y -.054 -.054 1.224 1.836 55 M40 Y -.045 -.045 1.836 2.448 56 M40 Y -.045 -.045 2.448 3.06 57 M40 Y -.063 -.063 3.06 3.672 58 1447 Y -.04 -.04 .55 .825 59 M47 Y -.105 -.105 .825 1.1 80 1447 Y -.04 -.04 1.1 1.375 61 M47 Y -.04 -.04 1.65 1.925 ' RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 23 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 7: BLC 3 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.d..End Maanitudefk/ft.d... Start Locationlft,%1 End Locationlft.%1 U 62 M47 Y - -.04 -.04 1.925 2.2 63 M47 Y -.04 -.04 2.2 2.475 64 M48 Y -.04 -.04 0 .275 65 M48 Y -.04 -.04 .275 .55 I 66 M48 Y -.105 -.105 .55 .825 1.375 67 M48 Y -.04 -.04 1.1 68 M48 Y -,04 -.04 1.375 1.65 69 M48 Y -.04 -.04 1.65 1.925 I 70 M48 Y -.04 -.04 2.2 2.475 71 M48 Y -.04 -.04 2.475 2.75 72 M49 Y -.063 -.063 .7 .875 73 M1 Y -.018 -.018 .6 .9 I 74 M1 Y -.037 -.037 1.2 1.5 1.5 75 M1 Y -.018 -.018 1.8 76 M1 Y -.037 -.037 2.1 2.4 77 M1 Y -.037 -.037 2.4 2.7 I 78 , M1 Y -.018 -.018 2.7 3 79 M18 Y -.02 -.02 0 .55 80 M18 Y -.03 -.03 .55 1.1 81 M18 Y -.02 -.02 1.1 1.65 I 82 M18 M 18 Y -.03 -.03 1,65 2.2 83 Y -.02 -.02 2.2 2.75 84 M18 Y -.03 -.03 2.75 3,3 85 M18 Y -.02 -.02 3.3 3.85 I 86 M18 V -.02 -.02 3.85 4.4 87 M18 Y -.01 -.01 4.4 4.95 88 M18 Y -.01 -.01 4.95 5.5 89 M20 Y -.036 -.036 1.54 1.848 I 90 M20 Y -.036 -.036 1.848 2.156 91 M20 Y -.053 -.053 2.156 2.464 92 M22 Y -.018 -.018 .3 .6 I 93 M22 Y -.018 -.018 .6 .9 94 M22 Y -.018 -.018 .9 1.2 95 M22 Y -.018 -.018 1.2 1.5 96 M22 Y -.055 -.055 1.5 1.8 I 97 M22 Y -.037 -.037 1.8 2.1 2.4 98 M22 Y -.037 -.037 2.1 99 M22 Y -.018 -.018 2.4 2.7 100 M23 Y -.018 -.018 0 .308 I 101 M23 Y -.036 -.036 .616 .924 1.232 102 M23 Y -.036 -.036 .924 103 M23 Y -.036 -.036 1.232 1.54 104 M23 Y -.036 -.036 1.54 1.848 I 105 M23 Y -.036 -.036 1.848 2.156 2.464 106 M23 Y -.053 -.053 2.156 107 M23 Y -.018 -.018 2.464 2.772 108. M23 Y -.018 -.018 2.772 3.08 I 109 M25 Y -.018 -.018 .3 .6 110 M25 Y -.018 -.018 .9 1.2 111 M25 Y -.018 -.018 1.5 1.8 112 M25 Y -.037 -.037 1.8 2.1 I 113 M25 Y -.037 -.037 2.1 2.4 114 M25 Y -.018 -.018 2.7 3 115 M26 Y -.03 -.03 0 .55 116 M26 Y _ -.01 -.01 .55 1.1 I117 M26 Y -.04 -.04 1.1 1.65 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 24 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 7: BLC 3 Transient Area Loads) (Continued) I Member Label Direction Start Maanitudefk/ft.d..End Magnitudefk/ft.d... Start Locationfft.%1 End Locationfft.%1 118 M26 Y -.01 -.01 1.65 2.2 I 119 M26 Y -.04 -.04 2.2 2.75 120 M28 Y -.01 -.01 2.75 3.3 121 M26 Y -.04 -.04 3.3 3.85 122 M26 Y -.01 -.01 3.85 4.4 1 123 M26 Y -.02 -.02 4.4 4.95 124 M26 Y -.02 -.02 4.95 5.5 125 M30 Y -.018 -.018 .616 .924 126 M30 Y -.036 -.036 1.232 1.54 I 127 M30 Y -.018 -.018 1.848 2.156 128 M30 Y -.018 -.018 2.156 2.464 129 M31 Y -.018 -.018 .308 .616 130 M31 Y -.018 -.018 .616 .924 I 131 M31 Y -.018 -.018 .924 1.232 132 M31 Y -.018 -.018 1.232 1.54 133 M31 Y -.036 -.036 1.54 1.848 134 M31 Y -.018 -.018 2.156 2.464 I 135 M33 Y -.045 -.045 .242 .484 136 M33 Y -.023 -.023 .726 .968 137 M33 Y -.045 -.045 .968 1.21 138 M33 Y -.045 -.045 1.21 1.452 I 139 M33 Y -.045 -.045 1.452 1.694 140 M33 Y -.045 -.045 1.936 2.178 141 M34 Y -.023 -.023 .242 .484 142 M34 Y -.023 -.023 .484 .728 143 M34 Y -.023 -.023 .726 .968 144 M34 Y -.045 -.045 .968 1.21 145 M34 Y -.045 -.045 1.21 1.452 146 M34 Y -.045 -.045 1.694 1.936 I 147 M34 Y -.023 -.023 1.936 2.178 148 M35 Y -.019 -.019 0 .284 149 M35 Y -.019 -.019 .284 .568 I 150 M35 Y -.019 -.019 .568 .852 151 M35 Y -.088 -.088 .852 1.136 152 M35 Y -.019 -.019 1.136 1.42 153 M35 Y -.019 -.019 1.42 1.704 111154 M35 Y -.019 -.019 1.704 1.988 155 M38 Y -.037 -.037 4.2 4.8 156 M38 Y -.027 -.027 4.8 5.4 157 M38 Y -.018 -.018 5.4 6 I 158 M39 Y -.018 -.018 0 .304 159 M39 Y -.036 -.036 .304 .608 160 M39 Y -.018 -.018 .608 .912 161 M39 Y -.036 -.036 .912 1.216 I 182 M39 Y -.036 -.036 1.216 1.52 163 M39 Y -.036 -.036 1.52 1.824 164 M39 Y -.036 -.038 1.824 2.129 165 M39 Y -.036 -.036 2.129 2.433 I 166 M39 Y -.036 -.036 2.433 2.737 167 M40 Y -.036 -.036 3.672 4.284 168 M40 Y -.045 -.045 4.284 4.896 169 M40 Y -.027 -.027 4.896 5.508 I 170 M40 Y -.018 -.018 5.508 8.12 171 M41 Y -.019 -.019 0 .292 172 M41 Y -.038 -.038 .292 .584 173 M41 Y -.038 -.038 .584 .876 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 25 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 7: BLC 3 Transient Area Loads) (Continued) Member Label Direction Start Magnitudefk/ft.d..End Maanitudelk/ft.d... Start Locationfft.%1 End Locationfft.%1 I 174 M41 Y -.056 -.056 .876 1.168 1.46 175 M41 Y -.038 -.038 1.168 176 M41 Y -.056 -.056 1.46 1.752 177 M41 Y -.038 -.038 1.752 2.044 I 178 M41 Y -.038 -.038 2.044 2.336 2.628 179 M41 Y -.019 -.019 2.336 180 M42 Y -.009 -.009 0 .612 181 M42 Y -.036 -.036 .612 1.224 I 182 M42 Y -.054 -.054 1.224 1.836 183 M42 Y -.045 -.045 1.836 2.448 184 M42 Y -.054 -.054 2.448 3.06 185 M42 Y -.045 -.045 3.06 3.672 I 186 M42 Y -.063 -.063 3.672 4.284 187 M42 Y -.036 -.036 4.284 4.896 188 M42 Y -.036 -.036 4.896 5.508 189 M42 Y -.009 -.009 5.508 6.12 I 190 M57 Y -.04 -.04 1.8 2.025 191 M58 Y -.04 -.04 1.35 1.575 192 M58 Y -.04 -.04 1.8 2.025 193 M59 Y -.038 -.038 .716 .955 I 194 M52 Y -.191 -.191 .094 .189 195 M57 Y -.08 -.08 .675 .9 196 M45 Y -.078 -.078 .12 .24 197 M45 Y -.078 -.078 .36 .48 I 198 M54 Y -.031 -.031 1.493 1.791 199 M55 Y -.024 -.024 1.912 2.294 200 M30 Y -.063 -.063 2.464 2.772 201 M31 Y -.063 -.063 1.848 2.156 I202 M54 Y -.065 -.065 .597 .896 Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) I Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 1 M22 Y -.328 -.328 1.2 1.5 2 M22 Y -.328 -.328 2.4 2.7 3 M30 Y -.319 -.319 .308 .616 I 4 M30 Y -.319 -.319 -.319 .924 1.848 1.232 5 M31 Y -.319 2.156 6 M35 Y -.346 -.346 .852 1.136 7 M39 Y -.647 -.647 1.216 1.52 I 8 M39 Y -.647 -.647 2.433 2.737 9 M42 Y -.358 -.358 3.672 4.284 10 M42 Y -.259 -.259 4.896 5.508 11 M48 Y -.358 -.358 1.1 1.375 I 12 M48 Y -.715 -.715 2.2 2.475 13 M49 Y -.562 -.562 .525 .7 14 M23 Y -.196 -.196 0 .308 15 M23 Y -.196 -.196 .616 .924 I 16 M23 Y -.196 -.196 .924 1.232 17 M23 Y -.392 -.392 1.54 1.848 18 M23 Y -.196 -.196 1.848 2.156 19 M23 Y -.196 -.196 2.464 2.772 I 20 M25 Y -.201 -.201 .6 .9 21 M25 Y -.201 -.201 1.2 1.5 22 M25 Y -.201 -.201 1.8 2.1 I23 M25 Y -.201 -.201 2.4 2.7 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 26 I Company : WESTGATE BAPTIST CHURCH-TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.d..End Maanitudefk/ft.d... Start Locationfft.%1 End Locationlft.%l 24 M26 Y -.11 -.11 .55 1.1 I 25 M26 Y -.11 -.11 1.1 1.65 26 M26 Y -.11 -.11 1.65 2.2 27 M26 Y -.11 -.11 2.2 2.75 28 M26 Y -.11 -.11 2.75 3.3 I 29 M26 Y -.11 -.11 3.3 3.85 30 M26 Y -.11 -.11 3.85 4.4 31 M26 Y -.11 -.11 4.4 4.95 32 M26 Y -.11 -.11 4.95 5.5 33 M34 Y -.25 -.25 .242 .484 34 M34 Y -.25 -.25 .726 .968 35 M34 Y -.25 -.25 .968 1.21 36 M34 Y -.25 -.25 1.452 1.694 Il 37 M34 Y -.25 -.25 1.694 1.936 38 M35 Y -.213 -.213 .568 .852 39 M38 Y -.201 -.201 3 3.6 I 40 M38 Y -.302 -.302 3.6 4.2 41 M38 Y -.201 -.201 4.2 4.8 42 M38 Y -.201 -.201 4.8 5.4 43 M38 Y -.101 -.101 5.4 6 I 44 M39 Y -.199 -.199 .608 .912 45 M39 Y -.199 -.199 .912 1.216 46 M41 Y -.621 -.621 1.752 2.044 47 M41 Y -.207 -.207 2.044 . 2.336 48 M42 Y -.099 -.099 0 .612 49 M42 Y -.197 -.197 .612 1.224 50 M42 Y -.197 -.197 1.224 1.836 51 M42 Y -.296 -.296 1.836 2.448 I 52 M42 Y -.197 -.197 2.448 3.06 53 M42 Y -.296 -.296 3.06 3.672 54 M42 Y -.197 -.197 4.284 4.896 55 M48 Y -.439 -.439 .275 .55 I 56 M48 Y -.22 -.22 .55 .825 57 M48 Y -.22 -.22 1.375 1.65 Member Area Loads (BLC 1 : D) I Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N25A N44 N46 N29 Y Two Way -.01 I 2 N14 N13 N7 N9 Y Two Way -.01 3 N29 N41 N42 N33 Y Two Way -.01 4 N33 N1 N25A N29 Y Two Way -.01 Member Area Loads (BLC 2 : 1.1) I Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N7 N9 N14 N13 Y Two Way -.1 2 N1 N25A N29 N33 Y Two Way -.1 I 3 N25A N44 N46 N29 Y Two Way -.1 4 PY25A N1 N38 N37 Y Two Way -.1 5 N29 N41 N42 N33 Y Two Way -.1 Member Area Loads (BLC 3 : L2) I Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N1 N38 N37 N25A Y Two Way -.02 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 27 1 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Area Loads (BLC 3 : L2) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Macinitudefksfl I 2 N1 N25A N29 N33 Y Two Way -.02 -.02 3 N25A N44 N46 N29 Y Two Way 4 N29 N41 N42 N33 Y Two Way -.02 I Member Area Loads (BLC 4 : L3) Joint A Joint B Joint C Joint 0 Direction Distribution Magnitude[ksf] 1 N45 N29 N33 N2 Y Two Way -.1 ILoad Combinations Description Sol... PDelta SR...BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Ii D Yes Y 1 1 2 D+L1 Yes Y 1 1 2 1 3 D+L2 Yes Y 1 1 3 1 4 D+5L2 Yes Y 1 1 3 5 1 5 D+L3 Yes Y 1 1 4 1 Load Combination Design 1 Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Masonry Footings 1 D Yes Yes Yes Yes Yes Yes 2 D+L1 Yes Yes Yes Yes Yes Yes I 3 D+L2 Yes Yes Yes Yes Yes Yes 4 D+5L2 Yes Yes Yes Yes Yes Yes 5 D+L3 Yes Yes Yes Yes Yes Yes 1 I 1 1 I I I I _ D RISA 3D Version 8.0.3 [T:\...\...\Project ocs.09808\Struct Calcs\platform(V7).r3d] Page 28 I I I?TCompany WESTGATE BAPTIST CHURCH -TIGARD,OR Au 3, 2009 iner gJFB6:3 PM Number 09808 RETRACTABLE PLATFORM Checked By: I Envelope Joint Displacements Joint X[in] LC Y[in] LC Z[in] LC X Rotation... LC Y Rotation... LC Z Rotation[...LC I 1 N1 max 0 5 -.03 5 0 2 4.022e-3 2 -7.274e-6 1 4.025e-3 4 2 mit -.005 2 -.191 2 0 1 8.275e-4 1 -7.839e-5 2 8.178e-4 5 3 N2 max .002 5 0 1 .019 2 8.424e-4 2 -1.834e-5 1 5.576e-7 1 4 min 0 4 -.001 2 .003 1 1.398e-4 1 -1.04e-4 2 -5.418e-5 5 I 5 N4 max 0 2 0 1 0 1 0 1 0 1 0 1 6 mkt 0 5 0 2 . 0 4 0 1 0 1 0 1 7 N5 max 0 1 0 1 .002 2 4.329e-4 2 -4.643e-6 1 4.327e-5 5 8 min 0 5 0 2 0 1 7.885e-5 1 -2.634e-5. 2 -3.86e-7 1 9 N6 max .002 5 0 1 .023 2 -5.567e-4 1 -1.328e-5 1 -1.066e-7 4 10 mkt 0 2 -.002 2 .004 1 -4.253e-3 2 -7.54.-5 2 -4.142e-6 5 11 N7 max 0 5 0 4 0 2 -5.567e-4 1 -4.157e-5 1 -5.605e-4 5 12 min 0 2 0 2 0 1 -4.253e-3 2 -2.405e-4 2 -3.645e-3 2 I 13 N9 max 0 5 0 4 0 2 -5.567e-4 1 3.056e-4 2 3.64e-3 2 14 min 0 2 0 2 0 1 -4.253e-3 2 5.302e-5 1 5.62e-4 1 15 N10 max 0 2 0 1 0 4 0 1 0 1 0 1 16 min 0 1 0 2 0 2 0 1 0 1 0 1 17 N12 max 0 2 0 1 .013 2 1.304e-3 2 1.585e-5 2 3.044e-6 2 18 min 0 1 -.005 2 .002 1 1.757e-4 1 2.959e-6 1 5.753e-7 1 19 N13 max 0 5 0 1 0 4 1.304e-3 2 0 1 0 1 I 20 min 0 1 0 2 0 1 1.757e-4 1 0 1 0 1 21 N14 max 0 5 0 1 0 4 1.304e-3 2 0 1 0 1 22 min 0 1 0 2 0 1 1.757e-4 . 1 . 0 1 0 1 23 N13A max .001 5 -.009 1 .019 2 -5.567e-4 1 -3.127e-5 1 2.419e-3 2 I 24 min 0 2 -.058 2 .003 1 -4.253e-3 2 -1.803e-4 2 3.702e-4 5 25 N14A max 0 5 -.013 1 .019 2 1.3040-3 2 2.846e-6 5 2.031e-3 2 26 min 0 1 -.096 2 .003 . 1 1.757.4 1 -2.042e-5 2 2.647e-4 4 27 N15 max 0 5 -.017 5 .012 2 -5.567e-4 1 -4.045e-5 1 2.031e-4 2 28 min 0 2 -.107 2 .002 1 -4.2530-3 2 -2.34e-4 2 2.588e-5 4 29 N16 max 0 5 -.017 1 .013 2 1.304e-3 2 -4.765e-5 1 -8.723e-5 1 30 min 0 1 -.119 2 .002 1 1.757.4 1 -2.745e-4 2 -6.158e-4 2 31 N17 max 0 5 -.01 5 .004 2 -5.567e-4 1 -4.399e-5 1 -4.466e-4 5 I 32 min 0 2 -.062 2 0 1 4.253e-3 2 -2.545e-4 2 -2.894e-3 2 33 N18 max 0 5 -.008 1 .004 2 1.3040-3 2 -4.226e-5 1 -4.131e-4 1 34 min 0 , 1 -.06 2 0 1 1.7570-4 1 -2.447.-4 2 -2.931e-3 2 35 N19 max .001 5 -.009 1 .022 2 -5.567e-4 1 1.431e-4 2 -3.721e-4 4 I 36 min 0 2 -.058 2 .004 1 -4.253e-3 2 2.4710-5 1 -2.425e-3 2 37 N20 max 0 5 -.013 1 .022 2 1.304e-3 2 -5.636e-6 1 -2.645e-4 4 38 min 0 1 -.095 2 .004 1 1.757e-4 1 -4.315e-5 4 -2.0280-3 2 39 N21 max 0 5 -.017 1 .015 2 -5.567e-4 1 2.667e-4 2 -2.481e-5 4 I 40 tvgn 0 2 -.107 2 .003 1 -4.253.-3 2 4.62e-5 1 -1.907e-4 2 41 N22 max 0 5 -.017 1 .015 2 1.304e-3 2 3.098e-4 2 6.098e-4 2 42 min 0 1 -.119 2 .003 1 1.757e-4 1 5.3860-5 1 8.689e-5 1 43 N23 max 0 5 -.01 1 .006 2 -5.567e-4 1 3.191e-4 2 2.891e-3 2 I 44 min 0 2 -.062 2 0 1 -4.253e-3 2 5.537e-5 1 4.475e-4 1 45 N24 max 0 5 -.008 1 .006 2 1.304e-3 2 3.083e-4 2 2.933e-3 2 46 mkt 0 1 -.06 2 0 1 1.7570.4 1 5.3450-5 1 4.132e-4 1 47 N25 max 0 5 -.002 5 .005 2 2.997e-3 2 -3.359e-5 1 2.841e-3 4 I 48 mkt -.005 2 -.047 2 0 1 6.045e-4 1 -1.939e-4 2 5.148 -4 5 49 N25A max -.004 1 -.016 1 .011 2 -4.159e-4 1 -4.798e-5 1 3.091e-3 2 50 min -.024 2 -.063 2 .002 1 -2.716..-3 2 -2.647.-4 2 6.642e-4 5 51 N28 max -.003 1 -.016 1 .016 2 -2.443e-4 1 -4.608e-5 1 1.831e-3 4 I 52 mint -.016 2 -.09 2 .003 1 -1.5140-3 2 -2.561e-4 2 8.83e-5 . 5 53 N29 max -.004 1 -.017 1 .039 2 -4.536e-4 1 -4.812e-5 1 -8.499e-4 1 54 curt -.024 2 -.063 2 .007 1 -2.784e-3 2 -2.688.-4 2 -3.131e-3 2 55 N32 max -.003 1 -.017 1 .034 2 -2.617e-4 1 -4.994e-5 1 -5.252e-4 1 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 29 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer : JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Joint Displacements (Continued) Joint X finl LC_ Y finl LC Z finl LC X Rotation... LC Y Rotation... LC Z Rotation f...LC I56 min -.016 2 -.091 2 .006 1 -1.54e-3 2 -2.755e-4 2 -1.883e-3 4 57 N33 max .006 5 -.048 1 .056 2 4.099e-3 2 -8.701e-5 1 -1.073e-3 1 58 min .001 1 -.195 2 .01 1 9.138e-4 1 -4.418e-4 2 -4.107e-3 2 59 N36 max .006 5 -.011 1 .04 2 3.045e-3 2 -7.809e-5 1 -7.244e-4 1 60 min .001 1 -.048 2 .007 1 6.614e-4 1 -4.216e-4 2 -2.892e-3 2 II 61 N31 max -.003 1 -.046 1 .044 2 -1.6050-4 1 -5.074e-5 1 -9.497e-4 1 62 min -.016 2 -.198 2 .008 1 -1.265e-3 2 -2.787e-4 2 -3.46e-3 4 63 N32A max -.003 1 -.041 1 .006 2 -1.385e-4 5 -4.498e-5 1 3.372e-3 4 I 64 min -.016 2 -.195 2 .001 1 -1.231e-3 2 -2.538e-4 2 6.068e-4 5 65 N33A max 0 5 -.011 1 .018 2 1.224e-3 2 -4.053e-5 1 1.413e-3 2 66 min -.007 2 -.07 2 .003 1 1.7410-4 1 -2.24e-4 2 -2.253e-4 5 67 N34 max 0 5 -.011 1 .027 2 1.221e-3 2 -5.531e-5 1 -3.069e-4 1 I 68 min -.007 2 -.071 2 .005 1 1.756e-4 1 -3.096e-4 2 -1.713e-3 5 69 N35 max 0 5 -.056 1 .049 2 2.173e-3 2 -6.627e-5 1 -8.017e-4 1 70 min -.007 2 -.243 2 .009 1 5.291e-4 1 -3.475e-4 2 -2.666e-3 4 71 N36A max 0 5 -.045 5 .001 2 2.136e-3 2 -2.468e-5 1 2.592e-3 4 I 72 min -.007 2 -.239 2 0 1 4.755e-4 1 -1.574e-4 2 5.734e-4 5 73 N37 max -.003 1 -.051 5 .003 2 -1.184e-4 5 -2.922e-5 1 3.428e-3 4 74 min -.016 2 -.244 2 0 1 -1.152e-3 2 -1.781e-4. 2 6.336e-4 5 75 N38 max 0 5 -.052 5 0 1 2.207e-3 2 -1.709e-5 1 2.64e-3 4 I 76 min -.007 2 -.27 2 0 4 4.86e-4 1 -1.247e-4 2 5.932e-4 5 77 N41 max -.003 1 -.06 1 .049 2 -1.375e-4 1 -6.406e-5 1 -9.765e-4 1 78 min -.016 2 -.248 2 .009 1 -1.184e-3 2 -3.378e-4 2 -3.518e-3 4 79 N42 max 0 5 -.066 1 .054 2 2.249e-3 2 -7.328e-5 1 -8.2230-4 1 I 80 min -.007 2 -.276 2 .01 1 5.451e-4 1 -3.754e-4 2 -2.715e-3 4 81 N41A max -.004 1 0 5 .017 2 -2.968e-4 1 -4.887e-5 1 2.14e-3 2 82 min -.024 2 -.003 2 .003 1 -2.418e-3 2 -2.633e-4 2 5.515e-4 1 83 N42A max -.004 1 .028 2 .026 2 -2.76e-4 1 -4.7e-5 1 1.218e-4 5 I84 min -.024 2 .008 1 .005 1 -2.428e-3 2 -2.585e-4 2 -5.276e-6 2 85 N43 max -.004 1 0 1 .034 2 -3.19e-4 1 -4.567e-5 1 -5.835e-4 1 86 min -.024 2 -.003 2 .006 1 -2.461e-3 2 -2.558e-4 2 -2.146e-3 2 87 N44 max -.005 1 .032 2 .018 2 -2.873e-4 1 -4.395e-5 1 1.997e-3 2 I 88 min -.027 2 .005 1 .003 1 -2.3980-3 2 -2.454e-4 2 5.136e-4 1 89 N45 max -.005 1 .051 2 .026 2 -2.705e-4 1 -4.779e-5 1 1.85e-4 5 90 min -.027 2 .01 1 .005 1 -2.426e-3 2 -2.609e-4 2 -1.4e-5 2 I 91 N46 max -.005 1 .033 2 .032 2 -3.106e-4 1 -5.17e-5 1 -5.396e-4 1 92 min -.027 2 .006 1 .006 1 -2.45e-3 2 -2.756e-4 2 -1.988e-3 2 93 N47 max 0 4 0 4 0 1 0 1 0 1 0 1 94 mit 0 5 . 0 2 0 2 0 1 0 1 0 1 I 95 N48 max 0 4 0 4 0 1 0 1 0 1 0 1 96 min 0 5 0 2 0 2 0 1 0 1 0 1 97 N49 max 0 1 0 1 0 1 0 1 0 1 0 1 98 mit 0 5 0 2 0 2 0 1 0 1 0 1 I 99 100 N50 max 0 1 0 1 0 1 0 1 0 1 0 1 min 0 5 0 2 0 2 0 1 0 1 0 1 101 N51 max .077 4 0 5 .105 2 -4.1730-4 1 -4.887e-5 1 1.934e-3 2 102 min .018 5 0 2 .018 1 -2.714e-3 2 -2.633e-4 2 9.983e-5 5 I 103 N52 max -.032 1 0 1 .123 2 -4.576e-4 1 -4.567e-5 1 -5.394e-4 1 104 min -.126 2 0 2 .021 1 -2.78e-3 2 -2.558e-4 2 -1.977e-3 4 105 N53 max .001 5 0 1 .017 2 9.502e-4 2 -2.006e-5 1 -8.759e-7 1 106 min 0 4 -.001 2 .003 1 1.59e-4 1 -1.138e-4 2 -1.202e-4 5 I 107 N59 max .001 5 -.001 1 .02 2 1.589e-3 2 -2.37e-5 1 5.792e-4 2 108 min -.001 2 -.009 2 .003 1 2.474e-4 1 -1.378e-4 2 -5.241e-5 5 109 N60 max .002 5 -.001 1 .021 2 1.588e-3 2 -4.155e-5 1 -1.074e-4 1 110 min 0 , 2 -009 2 _ ,004 _ 1 2.517e4 1 2.323e-4 2 -7.133e-4 5 111 N61 max .002 5 0 5 .018 _ 2 1.126e-3 2 -2.875e-5 1 1.101e-4 4 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 30 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Joint Displacements (Continued) I Joint X finl LC Y finl LC Z finl LC X Rotation... LC Y Rotation... LC Z Rotation f...LC 112 rain 0 4 -.002 2 .003 1 1.972e-4 1 -1.553e-4 2 -1.045e-4 5 I 113 N62 max .002 5 0 1 .02 2 1.121e-3 2 -2.339e-5 1 -1.263e-5 1 114 min 0 1 -.002 2 .004 1 2.003e-4 1 -1.399e-4 2 -2.471e-4 5 115 N58 max 0 1 0 2 0 2 1.263e-4 4 0 1 8.55e-6 2 116 min 0 2 0 1 0 1 -2.535e-4 2 0 1 1.594e-6 1 I Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ft] LC MY[k-ft] LC MZ[k-ft] LC I 1 N7 max -.03 2 0 1 -.007 1 0 1 0 1 0 1 2 , min -2,56 5 0 1 -.041 2 0 1 0 1 0 1 3 N9 max -.03 2 0 1 -.013 1 0 1 0 1 0 1 I 4 min -2.56 5 0 1 -.074 2 0 1 0 1 0 1 5 N4 max 5.123 5 17.87 2 8.61 4 0 1 NC NC 0 1 6 min .066 2 3.252 1 1.503 1 0 1 NC NC 0 1 7 N10 max 0 1 14.597 2 .543 2 0 1 NC NC 0 1 I 8 min -.002 2 2.375 1 .024 4 0 1 NC NC 0 1 . 9 N13 max 0 1 0 1 0 1 0 1 0 1 0 1 10 mM 0 5 0 1 , -.002 4 0 1 0 1 0 1 11 N14 max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 0 5 0 1 -.003 4 0 1 . 0 1 . 0 1 13 N47 max 0 5 2.106 2 0 2 0 1 NC NC 0 1 14 min 0 4 .354 . 4 . 0 1 0 1 NC NC 0 1 15 N48 max 0 5 2.098 2 0 2 0 1 NC NC 0 1 16 min 0 4 .353 4 0 1 0 1 NC NC 0 1 I 17 N49 max 0 5 2.76 2 0 2 0 1 NC NC 0 1 18 min 0 1 .412 1 0 1 0 1 NC NC 0 1 19 N50 max 0 5 2.768 2 0 2 0 1 NC NC 0 1 I 20 . min 0 1 .413 1 0 1 , 0 1 NC NC 0 1 21 N51 max 0 1 2.205 2 0 1 0 1 0 1 0 1 22 min 0 1 .419 5 0 1 0 1 0 1 0 1 23 N52 max 0 1 2.227 2 0 1 0 1 0 1 0 1 I 24 min 0 1 .555 1 0 1 0 1 0 1 0 1 25 N12 max -.001 1 0 1 0 1 0 1 0 1 0 1 28 min. -.006 2 0 1 0 1 0 . 1 0 1 0 1 27 N1 max 0 1 0 1 -.013 1 0 1 0 1 0 1 I 28 min 0 1 0 1 -.072 2 0 1 0 1 0 1 29 N58 max .002 2 -1.479 1 -1.533 1 0 1 NC NC 0 1 30 min 0 1 -8.666 2 -8.793 2 0 1 NC NC 0 1 I 31 Totals: max 0 5 37.964 2 0 2 32 min 0 2 6.749 1 0 1 Envelope Member Section Forces I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen...LC 1 M1 1 max .329 2 -.211 5 -.004 1 .338 2 .089 2 -.183 5 2 min .069 1 -1.072 2 -.019 2 .054 5 .019 1 -1.079 2 I 3 2 max .329 2 -.223 5 -.004 1 .338 2 .074 2 -.02 5 4 min .069 1 -1.097 2 -.019 2 .054 5 .016 1 -.269 2 5 3 max .329 2 -.234 5 -.004 1 .338 2 .06 2 .577 4 6 min .069 1 -1.177 2 -.019 2 .054 5 .014 1 .151 5 I 7 4 max .329 2 -.253 5 -.004 1 .338 2 .046 2 1.483 2 8 min .069 1 -1.261 2 -,019 2 .054 5 .011 1 .333 5 9 5 max .329 2 -.268 5 -.004 1 .338 2 .032 4 2.475 2 10 min .069 1 -1.375 2 -.019 2 .054 5 .008 1 .529 5 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 31 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer : JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[ki LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC 11 M3 1 max 17.87 2 -.067 2 8.604 4 .313 2 0 1 0 1 12 min 3.252 1 -5.124 5 1.502 1 .055 1 0 1 0 1 13 2 max 17.867 2 -.067 2 8.604 4 .313 2 1.076 4 .641 5 14 m[n 3.249 1 -5.124 5 1.502 1 .055 1 .188 1 .008 2 I 15 3 max 17.863 2 -.067 2 8.604 4 .313 2 2.151 4 1.281 5 16 min 3.245 1 -5.124 5 1.502 1 .055 1 .376 1 .017 2 17 4 max 17.86 2 -.067 2 8.604 4 .313 2 3.227 4 1.922 5 18 min 3.242 1 -5.124 5 1.502 1 .055 1 .563 1 .025 2 I 19 5 max 17.856 2 -.067 2 8.604 4 .313 2 4.302 4 2.562 5 20 min 3.239 1 -5.124 5 1.502 1 .055 1 .751 1 .033 2 21 M4 1 max 9.492 2 2.17 5 -.456 1 .312 2 4.301 4 2.561 5 22 min 1.434 1 .019 4 -2.288 4 .055 1 .751 1 .033 2 I 23 2 max 9.48 2 2.17 5 -.456 1 .312 2 3.351 4 1.66 5 24 min 1.423 1 .019 4 -2.288 4 .055 1 .562 1 .025 2 25 3 max 9.469 2 2.17 5 -.456 1 .312 2 2.404 2 .76 5 26 min 1.412 1 .019 4 -2.288 4 .055 1 .372 1 .002 1 I 27 4 max 9.458 2 2.17 5 -.456 1 .312 2 1.499 2 .011 4 28 min 1.401 1 .019 4 -2.288 4 .055 1 .183 1 -.141 5 29 5 max 9.447 2 2.17 5 -.456 1 .312 2 .593 2 .003 4 30 min 1.389 1 , .019 4 -2.288 4 .055 1 -.006 1 -1.042 5 I 31 M5 1 max 6.852 2 -.066 2 8.54 4 -.06 1 -.745 1 -.033 2 32 m]n 1.086 1 -5.123 5 1.49 1 -.34 2 -4.27 4 -2.562 5 33 2 max 6.849 2 -.066 2 8.54 4 -.06 1 -.559 1 -.025 2 34 min 1.083 1 -5.123 5 1.49 1 -.34 2 -3.202 4 -1.921 5 I 35 36 3 max 6.846 2 -.066 2 8.54 4 -.06 1 -.372 1 -.017 2 min 1.079 1 -5.123 5 1.49 1 -.34 2 -2.135 4 -1.281 5 37 4 max 6.842 2 -.066 2 8.54 4 -.06 1 -.186 1 -.008 2 38 min 1.076 1 -5.123 5 1.49 1 -.34 2 -1.067 4 -.64 5 I 39 5 max 6.839 2 -.066 2 8.54 4 -.06 1 0 1 0 1 40 min 1.073 1 -5.123 5 1.49 1 -.34 2 0 1 0 1 41 M6 1 max -.03 2 -.007 1 -.319 5 0 1 0 1 -.015 1 42 min -2.56 5 -.041 2 -2.074 2 0 1 0 1 -.084 2 I43 2 max -.03 2 -.009 1 -.071 5 0 1 -.516 5 .021 2 44 min -2.56 5 -.049 2 -.395 2 0 1 -3.361 2 .004 1 45 3 max -.03 2 0 4 1.037 2 0 1 -.519 5 .112 2 I 46 min -2.56 5 -.004 2 .155 5 0 1 -3.353 2 .019 1 47 4 max -.03 2 -.014 1 2.715 2 0 1 -.023 5 .143 2 48 min -2.56 5 -.078 2 .405 5 0 1 -.173 2 .024 1 49 5 max -.03 2 -.014 1 2.949 2 0 1 6.534 2 .328 2 ISO min -2.56 5 -.078 2 .472 5 0 1 1.015 4 .057 1 1 51 M7 max 2.56 5 .119 2 -.47 1 0 1 6.534 2 .625 2 52 min .03 2 .021 1 -2.921 2 0 1 1.015 4 .109 1 53 2 max 2.56 5 .119 2 -.407 1 0 1 -.024 1 .343 2 I 54 min .03 2 .021 1 -2.728 2 0 1 -.183 2 .059 1 55 3 max 2.56 5 .033 2 -.153 1 0 1 -.525 1 .239 2 56 min .03 2 .006 1 -1.008 2 0 1 -3.372 2 .042 1 57 4 max 2.56 5 .081 2 .387 2 0 1 -.517 1 .075 2 I 58 min .03 2 .014 1 .071 4 0 1 -3.342 2 .013 1 59 5 max 2.56 5 .074 2 2.066 2 0 1 0 1 -.019 1 60 min .03 2 .013 1 .321 4 0 1 0 1 -.107 2 61 M11 1 max 0 1 2.727 2 0 1 0 1 0 1 0 1 I 62 min 0 5 .38 1 -.002 4 0 1 0 1 0 1 63 2 max 0 1 1.074 2 .006 4 0 1 .002 4 -.694 5 64 min 0 5 . .156 1 .001 1 0 1 0 1 -4.936 2 65 3 max 0 1 -.042 4 -.007 1 0 1 -.002 1 -.91 4 I 66 min 0 _ 5 -.295 2 -.04 4 0 1 -.01 2 -6.47 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 32 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 I Designer JFB 6:3 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen...LC 67 4 max 0 5 -.27 4 .035 2 0 1 -.015 1 -.686 4 I 68 min 0 1 -1.988 2 .006 1 0 1 -.083 2 -4.93 2 69 5 max 0 5 -.307 4 .035 2 0 1 0 1 0 1 70 min 0 1 -2.155 2 .006 1 0 1 0 1 0 1 71 M12 1 max 0 1 2.183 2 -.007 1 0 1 0 1 0 1 I 72 min 0 5 .309 4 -.042 2 0 1 0 1 0 1 73 2 max 0 1 1.976 2 -.007 1 0 1 -.018 1 -.685 4 74 min 0 5 .269 4 -.042 2 0 1 -.1 2 -4.92 2 75 3 max 0 5 .323 2 .044 2 0 1 -.004 1 -.908 4 I 76 min 0 1 .045 4 .008 1 0 1 -.02 2 -6.451 2 77 4 max 0 5 -.156 1 0 1 0 1 0 1 -.696 4 78 min 0 1 -1,083 2 -.005 4 0 1 -.002 2 -4.955 2 79 5 max 0 5 -.38 1 .003 4 0 1 0 1 0 1 I 80 min 0 1 -2.735 2 0 1 0 1 0 1 0 1 81 M10 1 max -1.456 1 .006 2 -.13 1 0 5 0 1 .042 2 82 min -8.354 4 .001 1 -.969 2 0 1 0 1 .008 1 83 2 max -1.456 1 .006 2 -.053 1 0 5 -.241 1 .028 2 I 84 min -8.354 4 .001 1 -.41 2 0 1 -1.856 2 .005 1 85 3 max -1.456 1 .006 2 .272 2 0 5 -.26 1 .014 2 86 min -8.354 4 .001 1 .026 4 0 1 -1.987 2 .003 1 87 4 max -1.456 1 .006 2 .954 2 0 5 -.066 1 0 2 88 min -8.354 4 .001 1 .114 4 0 1 -.496 2 -.003 5 89 5 max -1.456 1 .006 2 1.513 2 0 5 2.72 2 -.003 1 90 min -8.354 4 .001 1 .19 4 0 1 .256 4 -.014 2 I 91 M11A 1 max -.013 1 1.445 2 0 1 -.009 1 0 1 0 1 92 min -.074 4 .183 1 0 1 -.038 2 0 1 0 1 93 2 max -.013 1 .845 2 0 1 -.009 1 0 1 -.377 1 94 mkt -.074 4 .103 1 0 1 -.038 2 0 1 -3.077 2 I 95 3 max -.013 1 0 1 0 1 -.009 1 0 1 -.499 1 96 mkt -.074 4 0 1 0 1 -.038 2 0 1 -4.062 2 97 4 max -.013 1 -.103 1 0 1 -.009 1 0 1 -.374 1 98 mit -.074 4 -.845 2 0 1 -.038 2 0 1 -3.036 2 I 99 5 max -.013 1 -.183 1 0 1 -.009 1 0 1 0 1 100 min -.074 4 -1.445 2 0 1 -.038 2 0 1 0 1 101 M12A 1 max .046 4 1.239 2 0 1 -.012 1 0 1 0 1 102 min .008 1 .165 1 0 1 -.081 2 0 1 0 1 103 2 max .046 4 .68 2 0 1 -.012 1 0 1 -.328 1 104 min .008 1 .088 1 0 1 -.061 2 0 1 -2.531 2 105 3 max .046 4 0 1 0 1 -.012 1 0 1 -.433 1 108 min .008 1 -.002 2 0 1 -.081 2 0 1 -3.337 2 I 107 4 max .046 4 -.088 1 0 1 -.012 1 0 1 -.327 1 108 thin .008 1 -.684 2 0 1 -.081 2 0 1 -2.521 2 109 5 max .046 4 -.161 1 0 1 -.012 1 0 1 0 1 110 tin .006 1 -1.202 2 0 1 -.081 2 0 1 0 1 I 111 M13 1 max -.001 1 1.445 2 0 1 .003 1 0 1 0 1 112 nett -.009 4 .183 1 0 1 -.004 2 0 1 0 1 113 2 max -.001 1 .845 2 0 1 .003 1 0 1 -.374 1 114 mil -.009 4 .103 1 0 1 -.004 2 0 1 -3.036 2 I 115 3 max -.001 1 0 1 0 1 .003 1 0 1 -.499 1 116 min -.009 4 0 1 0 1 -.004 2 0 1 -4.062 2 117 4 max -.001 1 -.103 1 0 _ 1 .003 1 0 1 -.377 1 118 trot -.009 4 -.845 2 0 1 -.004 2 0 1 -3.077 2 I 119 5 max -.001 1 -.183 1 0 1 .003 1 0 1 0 1 120 min .009 4 -1.445 2 0 1 -.004 2 0 1 0 1 121 M14 1 max -.015 1 1.445 2 0 1 .039 2 0 1 0 1 122 mln -.086 2 .183 1 0 1 .009 1 0 i 0 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 33 I I Company : WESTGATE BAPTIST CHURCH-TIGARD, OR Aug , 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By:I Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[kl LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC I 123 124 2 max -.015 _ 1 .845 2 0 1 .039 2 0 1 -.374 1 min. -.086 2 .103 1 0 1 .009 1 0 1 -3.036 2 125 3 max -.015 1 0 1 0 1 .039 2 0 1 -.499 1 126 min -.086 2 0 1 0 1 .009 1 0 1 -4.062 2 I 127 4 max -.015 1 -.103 1 0 1 .039 2in 0 1 -.377 1 128 min -.086 2 -.845 2 0 1 .009 1 0 1 -3.077 2 129 5 max -.015 1 -.183 1 0 1 .039 2 0 1 0 1 130 min -.086 2 -1.445 2 0 1 .009 1 0 1 0 1 I 131 M15 132 1 max .049 4 1.202 2 0 1 .079 2 0 1 0 1 min .009 1 .161 1 0 1 .011 1 0 1 0 1 133 2 max .049 4 .684 2 0 1 .079 2 0 1 -.327 1 134 min .009 1 .088 1 0 1 .011 1 0 1 -2.521 2 I 135 136 3 max .049 4 .002 2 0 1 .079 2 0 1 -.433 1 min .009 1 0 1 0 1 .011 1 0 1 -3.337 2 137 4 max .049 4 -.088 1 0 1 .079 2 0 1 -.328 1 138 min .009 1 -.68 2 0 1 .011 1 0 1 -2.531 2 I 139 5 max .049 4 -.165 1 0 1 .079 2 0 1 0 1 140 min .009 1 -1.239 2 0 1 .011 1 0 1 0 1 141 M16 1 max -.001 1 1.445 2 0 1 .004 2 0 1 0 1 142 min -.008 4 .183 1 0 1 -.003 1 0 1 0 1 I 143 2 max -.001 1 .845 2 0 1 .004 2 0 1 -.377 1 144 min -.008 4 .103 1 0 1 -.003 1 0 1 -3.077 2 145 3 max -.001 1 0 1 0 1 .004 2 0 1 -.499 1 146 min -.008 4 0 1 0 1 -.003 1 0 1 -4.062 2 I 147 4 max -.001 1 -.103 1 0 1 .004 2 0 1 -.374 1 148 min -.008 4 -.845 2 0 1 -.003 1 0 1 -3.036 2 149 5 max _ -.001 1 -.183 1 0 1 .004 2 0 1 0 1 - 150 min -.008 4 -1.445 2 0 1 -.003 1 0 1 0 1 I 151 M17 1 max 14.597 2 .534 2 0 1 -.001 1 0 1 0 1 152 min 2.375 1 .02 4 -.002 2 -.006 2 0 1 0 1 153 2 max 14.589 2 .534 2 0 1 -.001 _ 1 0 1 -.014 4 154 min 2.367 1 .02 4 -.002 2 -.006 2 -.001 2 -.378 2 I 155 3 max 14.581 2 .534 2 0 1 -.001 1 0 1 -.028 4 156 min 2.359 1 .02 4 -.002 2 -.006 2 -.003 2 -.756 2 157 4 max 14.573 2 .534 2 0 1 -.001 1 0 1 -.042 4 I 158 min. 2.351 1 .02 4 -.002 2 -.006 2 -.004 2 -1.134 2 159 5 max 14.565 2 .534 2 0 1 -.001 1 0 1 -.056 4 160 min 2.343 1 .02 4 -.002 2 -.006 2 -.005 2 -1.512 2 161 M18 1 max -1.371 5 .879 2 -.004 1 .336 2 .033 4 2.475 2 I 162 min -7.14 2 .171 5 -.016 2 .054 5 .008 1 .529 5 163 2 max -1.371 5 .683 2 -.004 1 .336 2 .012 4 1.397 2 164 min -7.14 2 .139 5 -.016 2 .054 5 .002 5 .315 5 165 3 max -1.371 5 .483 2 -.004 1 .336 2 -.001 1 .599 4 I 166 min -7.14 2 .104 5 -.016 2 .054 5 -.015 5 .147 5 167 4 max -1.371 5 .288 2 -.004 1 .336 2 -.006 1 .081 4 168 min -7.14 2 .073 5 -.016 2 .054 5 -.033 2 .017 1 169 5 max -1.371 5 .178 2 -.004 1 .336 2 -.011 1 -.059 5 I 170 min -7.14 2 .045 5 -.016 2 .054 5 -.055 2 -.236 2 171 M19A 1 max .012 2 .521 2 .014 5 -.115 1 .009 2 .394 2 172 min -.027 5 .083 1 -.009 2 -.558 2 -.026 5 .096 1 173 2 max .012 2 .426 2 .014 5 -.115 1 .002 2 .072 5 I 174 min -.027 5 .07 1 -.009 2 -.558 2 -.016 5 .016 4 175 3 max .012 2 .383 2 .014 5 -.115 1 0 1 -.008 1 176 min -.027 5 _ .055 1 -.009 2 -.558 2 -.006 5 -.27 2 177 4 max .012 2 .194 2_ .014 5 -.115 1 .005 5 -.039 1 I178 min -.027 5 .03 _ 1 -.009 2 -.558 2 -.011 4 -.482 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\plafform(V7).r3d] Page 34 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 I Designer JFB 6:3 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) 111 Member Sec Axial[k] LC y Shear[k] LC z Shear[ki LC Torque[k-ft] LC y-y Momen... LC z-z Momen...LC 179 5 max .012 2 .125 2 .014 5 -.115 1 .015 5 -.055 1 I 180 min -.027 5 .016 1 -.009 2 -.558 2 -.018 2 -.596 2 181 M20 1 max -.82 5 .553 4 .018 4 -.122 1 -.009 1 -.023 1 182 mkt -6.186 4 .019 5 .004 1 -.554 2 -.044 4 -.528 2 183 2 max -.82 5 .457 4 .018 4 -.122 1 -.006 1 -.092 1 I 184 mkt -6.186 4 .004 5 .004 1 -.554 2 -.031 4 -.903 2 185 3 max -.82 5 .297 4 .018 4 -.122 1 -.003 1 -.146 1 186. min -6.186 4 -.018 5 .004 1 -.554 2 -.017 4 -1.183 . 2 187 4 max -.82 5 .123 4 .018 4 -.122 1 0 5 -.182 1 I 188 mkt -6.186 4 -.042 5 .004 1 -.564 2 -.003 2 -1.339 2 189 5 max -.82 5 .063 4 .018 4 -.122 1 .014 5 -.202 1 190 min -6.186 4 -.061 5 .004 1 -.554 2 .003 1 -1.386 2 191 M22 1 max .007 5 .505 2 .02 5 .561 2 0 3 .377 2 I 192 min -.017 4 .083 1 0 1 .124 1 -.03 5 .09 1 193 2 max .007 5 .447 2 .02 5 .561 2 .003 4 .033 1 194 min -.017 4 .066 1 0 1 .124 1 -.015 5 .002 4 195 3 max .007 5 .367 2 .02 5 .561 2 .005 4 -.011 1 I 196 min -.017 4 .054 1 0 1 .124 1 0 5 -.292 2 197 4 max .007 5 .192 5 .02 5 .561 2 .015 5 -.042 1 198 min -.017 4 .029 1 0 1 .124 1 .001 1 -.49 2 I 199. 5 max .007 5 .109 2 .02 5 .561 2 .03 5 -.058 1 200 mkt -.017 4 .015 1 0 1 .124 1 .002 1 -.587 2 201 M23 1 max -1.186 1 .598 5 -.005 1 .556 2 .059 4 -.02 1 202 min -6.328 4 .102 1 -.027 4 .131 1 .011 1 -.513 2 I 203 2 max -1.186 1 .49 5 -.005 1 .556 2 .039 4 -.092 1 204 mkt -6.328 4 .085 1 -.027 4 .131 1 .007 1 -.899 2 205 3 max -1.186 1 .377 5 -.005 1 .556 2 .018 4 -.149 1 206 min -6.328 . 4 .063 1 -.027 4 .131 1 .003 1 -1.195 2 207 4 max -1.186 1 .172 5 -.005 1 .556 2 .002 5 -.188 1 208 min -6.328 4 .039 1 -.027 4 .131 1 -.003 2 -1.367 2 209 5 max -1.186 1 .098 5 -.005 1 .556 2 -.002 5 -.212 1 210 min -8.328 4 .021 2 -.027 4 .131 1 -.024 2 -1.415 2 I 211 M25 1 max .195 4 -.25 1 -.002 1 -.083 1 .02 5 -.217 1 212 min .045 1 -1.095 2 -.015 2 -.349 4 0 1 -1.101 2 213 2 max .195 4 -.26 1 -.002 1 -.083 1 .011 5 -.026 1 214 min .045 1 -1.132 2 -.015 2 -.349 4 -.003 1 -.333 5 215 3 max .195 4 -.275 1 -.002 1 -.083 1 .002 5 .598 2 216 min .045 1 -1.175 2 -.015 2 -.349 4 -.011 4 .174 1 217 4 max .195 4 -.29 1 -.002 1 -.083 1 -.007 1 1.519 2 218 mit .045 1 -1.299 2 -.015 2 -.349 4 -.022 4 .388 1 I 219 5 max .195 4 -.309 1 -.002 1 -.083 1 -.008 1 2.524 2 220 miii .045 1 -1.373 2 -.015 2 -.349 4 -.032 2 .811 1 221 M26 1 max -1.678 1 .896 2 -.003 1 -.083 1 -.008 1 2.524 2 222 min -7.325 2 .191 1 -.017 2 -.34.7 4 -.033 2 .611 1 I 223 2 max -1.678 1 .7 2 -.003 1 -.083 1 -.012 1 1.426 2 224 mkt -7.325 2 .159 1 -.017 2 -.347 , 4 -.057 2 .37 1 225 3 max -1.678 1 .476 2 -.003 1 -.083 1 -.016 1 .608 2 226 min -7.325 2 .127 1 -.017 2 -.347 4 -.08 2 .174 1 I 227 4 max -1.678 1 .293 2 -.003 1 -.083 1 -.019 1 .072 4 228 min -7.325 . 2 .095 1 -.017 2 -.347 4 -.104 2 .022 1 229 5 max -1.678 1 .145 2 -.003 1 -.083 1 -.023 1 -.091 1 230 min -7.325 2 .034 5 -.017 2 -.347 4 -.128 2 -.239 2 231 M28 1 max. -.041 1 .617 4 -.002 5 .316 2 .013 2 .294 4 232 min -.201 2 .079 5 -.012 2 .062 1 -.01 5 -.168 5 233 2 max -.041 1 .607 4 -.002 5 .316 2 .004 2 -.027 1 234 min -.201 2 .069 5 -.012 2 .062 1 -.011 5 -.223 5 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 35 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[kl LC y Shear[k] LC z Shear[k] LC Toraue[k-ft] LC y-y Momen... LC z-z Momen...LC I 235 3 max -.041 1 .472 2 -.002 5 .316 2 -.002 1 -.11 1 236 m[n -.201 2 .054 5 -.012 2 .062 1 -.013 5 -.634 2 237 4 max -.041 1 .432 2 -.002 5 .316 2 -.003 1 -.181 1 238 m[n -.201 2 .041 5 -.012 2 .062 1 -.015 2 -.991 2 I 239 5 max -.041 1 .345 4 -.002 5 .316 2 -.005 1 -.243 1 240 min -.201 2 .031 5 -.012 2 .062 1 -.025 2 -1.255 2 , 241 M29 1 max .124 4 -.289 1 .018 2 .108 5 .029 5 -.058 1 242 m]n .022 5 -1.272 2 -.016 5 -.168 2 -.017 2 -.294 5 I 243 244 2 max .124 4 -.294 1 .018 2 .108 5 .022 5 .307 4 min .022 5 -1.277 2 -.016 5 -.168 2 -.009 2 -.154 5 245 3 max .124 4 -.299 1 .018 2 .108 5 .015 5 .854 4 246 min .022 5 -1.282 2 -.016 5 -.168 2 -.001 2 -.012 5 I 247 4 max .124 4 -.309 1 .018 2 .108 5 .008 5 1.411 2 248 m]n .022 5 -1.32 2 -.016 5 -.168 2 .002 1 .133 5 249 5 max .124 4 -.314 1 .018 2 .108 5 .015 2 2.015 2 250 m]n .022 5 -1.407 2 -.016 5 -.168 2 0 5 .282 5 I 251 M30 252 1 max -.029 1 .62 2 .008 5 -.075 1 -.001 1 .329 5 min -.133 2 .143 1 .002 1 -.328 2 -.018 5 .092 1 253 2 max -.029 1 .597 2 .008 5 -.075 1 .001 4 -.015 1 254 m[n -.133 2 .134 1 .002 1 -.328 2 -.012 5 -.184 2 I 255 3 max -.029 1 .509 2 .008 5 -.075 1 .007 4 -.113 1 256 min -.133 2 .114 1 .002 1 -.328 2 -.006 5 -.621 2 257 4 max -.029 1 .456 2 .008 5 -.075 1 .012 2 -.197 1 258 min -.133 2 .102 1 .002 1 -.328 2 0 5 -1 2 I259 5 max -.029 1 .324 2 .008 5 -.075 1 .018 2 -.266 1 260 min -.133 2 .081 1 .002 1 -.328 2 .004 1 -1.286 2 261 M31 1 max -.049 1 .365 4 .076 4 -.07 1 -.019 1 -.287 1 262 min -.218 4 .058 1 .018 1 -.332 2 -.082 4 -1.32 2 I 263 2 max -.049 1 .307 4 .076 4 -.07 1 -.006 1 -.326 1 264 min -.218 4 .041 1 .018 1 -.332 2 -.025 5 -1.583 2 265 3 max -.049 1 .27 5 .076 4 -.07 1 .035 4 -.352 1 I 266 min -.218 4 .029 1 .018 1 -.332 2 .008 1 -1.784 2 267 4 max -.049 1 .142 5 .076 4 -.07 1 .094 4 -.362 1 268 min -.218 4 0 1 .018 1 -.332 2 .022 1 -1.877 2 269 5 max -.049 1 .133 5 .076 4 -.07 1 .152 4 -.358 1 I 270 min -.218 4 -.009 1 .018 1 -.332 2 .035 1 -1.885 2 271 M32 1 max -.068 1 .425 4 -.022 1 .322 2 .113 2 -.26 1 272 min -.325 2 .019 5 -.105 2 .062 1 .024 1 -1.291 2 273 2 max -.068 1 .301 4 -.022 1 .322 2 .032 2 -.294 1 I 274 min -.325 2 .006 5 -.105 2 .062 1 .003 5 -1.56 2 275 3 max -.068 1 .24 2 -.022 1 .322 2 -.01 1 -.316 1 276 min -.325 2 -.01 5 -.105 2 .062 1 -.049 2 -1.753 2 277 4 max -.068 1 .06 4 -.022 1 .322 2 -.027 1 -.325 1 I 278 min -.325 2 -.026 5 -.105 2 .062 1 -.13 2 -1.833 2 279 5 max -.068 1 .007 2 -.022 1 .322 2 -.044 1 -.324 5 280 min -.325 2 -.036 5 -.105 2 .062 1 -.211 2 -1.842 2 281 M33 1 max -.824 5 -.14 1 .038 5 .062 5 .005 2 -.173 1 I 282 283 min -6.131 4 -1.059 2 -.051 2 -.369 2 -.091 5 -1.342 2 2 max -.824 5 -.151 1 .038 5 .062 5 -.006 1 -.085 1 284 min -6.131 4 -1.125 2 -.051 2 -.369 2 -.068 5 -.685 2 285 3 max -.824 5 -.167 1 .038 5 .062 5 -.011 1 .023 4 I 286 min -6.131 4 -1.224 2 -.051 2 -.369 2 -.056 2 -.062 5 287 4 max -.824 5 -.183 1 .038 5 .062 5 -.016 1 .802 2 1 288 min -6.131 4 -1.349 2 -.051 2 -.369 2 -.087 2 .117 1 289 5 max -.824 5 -.195 1 .038 5 .062 5 0 5 1.642 2 I290 min -6.131 4 1416 2 -.051 2 -.369 2 -.117 2 .232 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 36 I ITCompany WESTGATE BAPTIST CHURCH -TIGARD,OR Aug 3, 2009 e:InergR g6:32PMoNumber 08 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Toroue[k-ft] LC y-y Momen...LC z-z Momen...LC 291 M34 1 max -1.181 1 -.145 1 -.02 5 .43 5 .132 2 -.175 1 I 292 min -6.306 4 -1.064 2 -.151 2 .086 1 -.019 5 -1.357 2 293 2 max -1.181 1 -.158 1 -.02 5 .43 5 .041 2 -.084 1 294 nit -6.306 4 -1.138 2 -.151 2 .086 1 -.031 5 -.691 2 295 3.__ max -1.181 1 -.173 1 -.02 5 .43 5 -.009 1 .066 5 296 min -6.306 4 -1.249 2 -.151 2 .086 1 -.05 2 .015 1 297 4 max -1.181 1 -.191 1 -.02 5 .43 5 -.024 1 .816 4 298 min -6.306 4 -1.349 2 -.151 2 .086 1 -.141 2 .125 1 299 5 max -1.181 1 -.203 1 -.02 5 .43 5 -.04 1 1.661 2 I 300 min -6.306 4 -1.416 2 -.151 2 .086 1 -.232 2 .245 1 301 M35 1 max -.09 1 -.155 1 -.01 1 -.149 1 .108 4 -.36 1 302 min -.404 4 -.69 2 -.039 4 -.773 2 .026 1 -1.714 2 303 2 max -.09 1 -.166 1 -.01 1 -.149 1 .08 4 -.246 1 I 304. min -.404 4 -.769 2 -.039 4 -.773 2 .019 1 -1.197 2 305 3 max -.09 1 -.192 1 -.01 1 -.149 1 .052 2 -.117 1 306 min -.404 4 -.961 2 -.039 4 -.773 2 .011 1 -.574 2 307 4 max -.09 1 -.206 1 -.01 1 -.149 1 .025 2 .164 5 I 308 min -.404 4 -1.029 2 -.039 4 -.773 2 .004 1 .024 1 309 5 max -.09 1 -.214 1 -.01 1 -.149 1 .004 5 .87 2 310 min -.404 4 -1.038 2 -.039 4 -.773 2 -.004 4 .173 1 I 311 M36 1 max -.123 1 -.123 5 .1 2 .759 2 -.04 1 -.302 5 312 min -.592 2 -.721 4 .021 1 .134 5 -.186 2 -1.675 . 4 313 2 max -.123 1 -.138 5 .1 2 .759 2 _ -.025 1 -.209 5 314 min -.592 2 -.792 4 .021 1 .134 5 -.115 2 -1.189 2 315 3 max -.123 1 -.153 5 .1 2 .759 2 -.01 1 -.103 1 I 316 min -.592 2 -.936 2 .021 1 .134 5 -.044 4 -.555 2 317 4 max -.123 1 -.167 5 .1 2 .759 2 .028 2 .131 2 318 min -.592 2 -1.005 2 .021 1 .134 5 .005 1 .009 5 I 319 5 max -.123 1 -.175 5 .1 2 .759 2 .099 2 .847 2 320 min -.592 2 -1.013 2 .021 1 .134 5 .02 1 .13 5 321 M37 1 max -.007 1 -.056 1 -.005 1 .104 2 .038 2 .173 2 322 min -.03 5 -.292 4 -.024 4 .035 1 .008 1 .067 1 I 323 2 max -.007 1 -.073 1 -.005 1 .104 2 .02 2 .401 2 324 min -.03 5 -.336 4 -.024 4 .035 1 .004 1 .115 1 325 3 max -.007 1 -.096 1 -.005 1 .104 2 .007 5 .715 2 326 min -.03 5 -.496 4 -.024 4 .035 1 0 1 .179 1 I 327 4 max -.007 1 -.117 1 -.005 1 .104 2 -.003 5 1.151 4 328 min -.03 5 -.654 4 -.024 4 .035 1 -.017 4 .261 1 329 5 max -.007 1 -.135 1 -.005 1 .104 2 -.007 1 1.699 4 330 mhi -.03 5 -.754 4 -.024 4 .035 1 -.036 4 .356 1 I 331 M38 1 max -.015 1 .64 2 .005 2 .172 5 .041 5 1.667 4 332 min -.069 4 .081 1 -.013 5 .003 1 -.011 2 .335 1 333 2 max -.015 1 .385 2 .005 2 .172 5 .022 5 .874 4 334 min -.069 4 .045 1 -.013 5 .003 1 -.003 2 .239 1 I 335 3 max -.015 1 .054 5 .005 2 .172 5 .005 4 .593 4 336 min -.069 4 -.008 1 -.013 5 .003 1 .001 1 .208 5 337 4 max -.015 1 -.058 1 .005 2 .172 5 .013 2 .898 4 338 min -.069 4 -.404 4 -.013 5 .003 1 -.018 5 .26 1 I 339 5 max -.015 1 -.097 1 .005 2 .172 5 .021 2 1.701 4 340 min -.069 4 -.639 5 -.013 5 .003 1 -.035 5 .379 1 341 M39 1 max .003 5 .777 4 .019 4 -.036 1 -.006 1 1.737 4 342 min -.033 2 .147 1 .004 1 -.101 2 -.028 4 .403 1 I 343 2 max .003 5 .664 4 .019 4 -.036 1 -.003 1 1.186 4 344 min -.033 2 .13 1 .004 1 -.101 2 -.013 4 .297 1 345 3 max .003 5 .518 4 .019 4 -.036 1 .002 2 .733 4 346 min -.033 2 .107 1 .004 1 -.101 2 -.006 5 .207 1 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 37 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: 1 Envelope Member Section Forces (Continued) Member Sec Axial[k] _ LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC I 347 4 max .003 5 .359 4 .019 4 -.036 1 .016 4 .404 2 348 min -.033 2 .085 1 .004 1 -.101 2 0 5 .134 1 349 5 max .003 5 .265 4 .019 4 -.036 1 .031 4 .185 2 350 min -.033 2 .057 5 .004 1 -.101 2 .006 1 .069 5 I 351 M40 1 max -.087 1 .546 2 -.004 1 .149 2 .078 2 .614 2 352 min -.409 2 .021 5 -.02 2 -.005 5 .018 1 .089 5 353 2 max -.087 1 .263 2 -.004 1 .149 2 .048 2 .082 5 354 m]n -.409 2 -.016 5 -.02 2 -.005 5 .011 1 -.051 2 I 355 356 3 max -.087 1 -.028 1 -.004 1 .149 2 .017 2 .149 5 min -.409 2 -.151 4 -.02 2 -.005 5 .004 1 -.129 2 357 4 max -.087 1 -.084 1 -.004 1 .149 2 -.003 1 .46 4 358 min -.409 2 -.577 4 -.02 2 -.005 5 -.013 2 .14 1 I 359 360. 5 max -.087 1 -.123 1 -.004 1 .149 2 -.009 1 1.564 4 min -.409 2 -.821 4 -.02 2 -.005 5 -.044 2 .304 1 361 M41 1 max -.081 1 .302 2 .058 2 .001 2 .07 5 1.698 2 362 min -.378 2 .034 1 -.03 5 -.006 5 -.039 2 .327 1 I 363 2 max -.081 1 .179 2 .058 2 .001 2 .048 5 1.515 2 364 min -.378 2 .02 1 -.03 5 -.006 5 0 1 .307 1 365 3 max -.081 1 .074 5 .058 2 .001 2 .047 4 1.455 2 366 min -.378 2 -.01 4 -.03 5 -.006 5 .008 1 .301 1 I 367 4 max -.081 1 -.03 1 .058 2 .001 2 .088 2 1.538 2 368 min -.378 2 -.2 4 -.03 5 -.006 5 .004 5 .313 1 369 5 max -.081 1 -.049 1 .058 2 .001 2 .131 2 1.721 2 370 min -.378 2 -.274 4 -.03 5 -.006 5 -.017 5 .343 1 I 371 M42 1 max -.061 1 .847 4 .011 2 -.058 1 0 5 1.601 4 372 m]n -.262 4 .122 1 .001 5 -.159 4 -.025 4 .321 1 373 2 max -.061 1 .59 4 .011 2 -.058 1 .002 5 .444 4 374 min -.262 4 .084 1 .001 5 -.159 4 -.008 4 .047 5 1 375 3 max -.061 1 .152 4 .011 2 -.058 1 .01 2 .071 1 376 min -.262 4 .03 1 .001 5 -.159 4 .003 1 -.449 5 377 4 max -.061 1 -.024 1 .011 2 -.058 1 .027 2 .065 1 378 min -.262 4 -.394 5 .001 5 -.159 4 .006 5 -.227 5 I 379 5 max -.061 1 -.066 1 .011 2 -.058 1 .045 2 .641 5 380 min -.262 4 -.656 5 .001 5 -.159 4 .008 5 .138 1 381 M43 1 max -.01 1 -.069 1 .129 2 .074 4 .022 2 -.013 5 I 382 min -.048 4 -.169 4 .028 1 .017 5 .002 5 -.033 4 383 2 max -.01 1 -.072 1 .129 2 .074 4 .06 2 .018 4 384 min -.048 4 -.173 4 .028 1 .017 5 .012 1 .007 1 385 3 max -.01 1 -.076 1 .129 2 .074 4 .099 2 .07 4 I 386. min -.048 4 -.201 2 .028 1 .017 5 .021 1 .029 1 387 4 max -.01 1 -.079 1 .129 2 .074 4 .137 2 .127 2 388 min -.048 4 -.205 2 .028 1 .017 5 .029 1 .052 1 389 5 max -.01 1 -.083 1 .129 2 .074 4 .176 2 .189 2 I 390 m]n -.048 4 -.212 4 .028 1 .017 5 .037 1 .076 1 391 M44 1 max -.021 1 -.056 5 .104 2 .071 2 .003 4 .009 4 392 min -.097 4 -.152 2 .021 1 .004 5 -.001 5 -.006 2 393 2 max -.021 1 -.059 5 .104 2 .071 2 .028 4 .035 4 I 394 395 min -.097 4 -.155 2 .021 1 .004 5 .007 1 .013 1 3 max -.021 1 -.061 5 .104 2 .071 2 .053 4 .072 2 396 min -.097 4 -.158 2 .021 1 .004 5 .012 1 .029 1 397 4 max -.021 1 -.064 5 .104 2 .071 2 .078 4 .113 4 I 398 min -.097 4 -.182 4 .021 1 .004 5 .017 1 .045 1 5 399 max -.021 1 -.067 5 .104 2 .071 2 .103 2 .158 4 400 min. -.097 4 -.185 4 .021 1 .004 5 .022 1 .063 5 401 M45 1 max. -.011 _ 1 -.054 5 -.021 1 -.019 1 -.005 1 -.015 1 I402 min -.05 _ 2 -.105 2 -0080 4 -.066 2 -.025 2 -.026 2 RISA-3D Version 8.0.3 [N...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 38 I ITCompany WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 elner sgJFB6:32PMob Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC 403 2 max -.011 1 -.062 5 -.021 1 -.019 1 -.011 1 .012 4 I 404 min -.05 2 -.16 2 -.088 4 -.066 2 -.051 2 -.006 5 405 3 max -.011 1 -.07 5 -.021 1 -.019 1 -.017 1 .07 4 406 min -.05 2 -.215 2 -.088 4 -.066 2 -.078 4 .014 5 407 4 max -.011 1 -.073 5 -.021 1 -.019 1 -.024 1 .135 4 I 408 min -.05 2 -.218 2 -.088 4 -.066 2 -.104 4 .036 5 409 5 max -.011 1 -.077 5 -.021 1 -.019 1 -.03 1 .201 2 410 min -.05 2 -.222 2 -.088 4 -.066 2 -.13 4 .058 5 411 M46 1 max -.016 1 -.069 5 -.019 1 -.016 1 0 2 .011 5 I 412 min -.069 4 -.164 2 -.089 2 -.076 4 -.002 1 -.009 4 413 2 max -.016 1 -.072 5 -.019 1 -.016 1 -.006 1 .033 2 414 min -.069 4 -.167 2 -.089 2 -.076 4 -.022 4 .013 1 415 3 max -.016 1 -.075 5 -.019 1 -.016 1 -.011 1 .075 2 I 416 min -.069 4 -.17 2 -.089 2 -.076 4 . -.044 4 .032 1 417 4 max -.016 1 -.077 5 -.019 1 -.016 1 -.016 1 .118 2 418 min -.069 4 -.173 2 -.089 2 -.076 4 -.066 4 .051 1 419 5 max -.016 1 -.08 5 -.019 1 -.016 1 -.02 1 .162 2 I 420 min -.069 4 -.176 2 -.089 2 -.076 4 -.088 4 .071 1 421 M47 1 max .062 4 .548 2 -.002 5 .151 5 .032 2 1.771 2 422 min .016 1 -.009 5 -.025 2 -.007 1 0 5 .283 5 I 423 2 max .062 4 .501 2 -.002 5 .151 5 .015 2 1.404 2 424 min .016 1 -.028 5 -.025 2 -.007 1 -.002 5 , .277 5 425 3 max .062 4 .247 2 -.002 5 .151 5 -.001 1 1.153 2 426 min .016 1 -.056 5 -.025 2 -.007 1 -.003 5 .301 1 I 427 4 max .062 4 .148 2 -.002 5 .151 5 -.004 5 1.006 2 428. min .016 1 -.072 5 -.025 2 -.007 1 -.02 4 .276 1 429 5 max .062 4 .044 2 -.002 5 .151 5 -.006 5 .951 2 430 min .016 1 -.094 5 -.025 2 -.007 1 -.038 4 .263 1 I 431 M48 1 max .058 4 .03 2 .031 2 .145 5 -.012 1 .941 2 432 min .015 1 -.091 5 .008 1 .012 2 -.044 2 .264 1 433 2 max .058 4 -.046 1 .031 2 .145 5 -.006 1 .975 2 434 min. .015 1 -.263 5 .008 1 .012 2 -.023 2 .286 1 435 3 max .058 4 -.067 1 .031 2 .145 5 0 5 1.156 2 436 min .015 1 -.412 5 .008 1 .012 2 -.002 4 .328 1 437 4 max .058 4 -.088 1 .031 2 .145 5 .02 2 1.429 2 438 min .015 1 -.494 5 .008 1 .012 2 .005 1 .381 1 I 439 5 max .058 4 -.099 1 .031 2 .145 5 .041 2 1.774 2 440 mit .015 1 -.701 5 .008 1 .012 2 .011 1 .446 1 441 M49 1 max .112 4 1.343 2 -.001 1 .251 5 .018 2 2.031 2 442 min .028 1 .34 1 -.03 5 .078 1 .003 1 .525 1 I 443 2 max .112 4 1.33 2 -.001 1 .251 5 .014 2 1.446 2 444 min .028 1 .327 1 -.03 5 .078 1 .002 5 .378 1 445 3 max .112 4 1.267 2 -.001 1 .251 5 .009 2 .884 4 448 mit .028 1 .319 1 -.03 5 .076 1 -.011 5 .237 1 I 447 4 max .112 4 1.262 2 -.001 1 .251 5 .004 2 .345 4 448 min .028 1 .314 1 -.03 5 .076 1 -.024 5 .098 1 449 5 max .112 4 1.257 2 -.001 1 .251 5 .001 3 -.038 1 450 m#n .028 1 .309 1 -.03 5 .078 1 -.037 5 -.234 2 I 451 M50 1 max .058 2 .258 2 .005 5 .115 2 .002 5 .275 2 452 rein -.02 5 .07 5 -.027 2 -.007 5 -.018 4 .048 5 453 2 max .058 2 .256 2 .005 5 .115 2 .003 5 .214 2 454 min -.02 5 .068 5 -.027 2 -.007 5 -.024 4 .03 5 111455 3 max .058 2 .253 2 .005 5 .115 2 .004 5 .154 2 458 min -.02 5 .065 5 -.027 2 -.007 5 -.03 2 .014 5 457 4 max .058 2 .25 2 .005 5 .115 2 .005 5 .095 2 456 min -.02 5 .062 5 -.027 2 -.007 5 -.036 2 0 5 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 39 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axialfkl LC 4 Shear[k] LC z Shear[k] LC Toroue[k-ft] LC y-y Momen...LC z-z Momen...LC I 459 5 max .058 2 .248 2 .005 5 .115 2 .006 5 .036 2 460 m[n -.02 5 .059 5 -.027 2 -.007 5 -.042 2 -.015 5 461 M51 1 max -.015 1 .033 1 -.001 5 .011 2 .032 5 .023 1 462 min -.057 2 -.003 5 -.005 2 -.078 5 .002 1 -.006 5 I 463 2 max -.015 1 .031 1 -.001 5 .011 2 .032 5 .017 1 464 min -.057 2 =.005 5 -.005 2 -.078 5 .002 1 -.005 5 465 3 max -.015 1 .029 1 -.001 5 .011 2 .032 5 .011 1 466 min -.057 2 -.007 5 -.005 2 -.078 5 .002 1 -.004 5 I 467 4 max -.015 1 .026 1 -.001 5 .011 2 .031 5 .005 1 468 m[n -.057 2 -.009 5 -.005 2 -.078 5 .001 1 -.002 5 469 5 max -.015 1 .024 1 -.001 5 .011 2 .031 5 0 5 470 m[n -.057 2 -.012 5 -.005 2 -.078 5 0 1 0 1 I 471 M52 1 max .077 5 .32 2 .027 5 -.034 1 .023 4 .271 2 472 m[n .015 1 .1 1 .006 1 -.134 2 .007 1 .093 1 473 2 max .077 5 .218 2 .027 5 -.034 1 .03 5 .205 2 474 min .015 1 .088 1 .006 1 -.134 2 .009 1 .071 1 I 475 3 max .077 5 .216 2 .027 5 -.034 1 .036 5 .154 2 476 min .015 1 .085 1 .006 1 -.134 2 .01 1 .05 1 477 4 max .077 5 .213 2 .027 5 -.034 1 .042 5 .103 2 478 min .015 1 .083 1 .006 1 -.134 2 .011 1 .03 1 I 479 5 max .077 5 .21 2 .027 5 -.034 1 .049 5 .054 2 480 min .015 1 .08 1 .006 1 -.134 2 .013 1 .011 1 481 M53 1 max .318 4 .057 2 -.004 1 0 1 -.001 5 .006 1 482 min .071 1 .036 1 -.013 4 0 2 -.006 1 -.029 5 I 483 484 2 max .318 4 .042 2 -.004 1 0 1 .008 2 -.011 1 min .071 1 .022 1 -.013 4 0 2 .002 1 -.055 2 485 3 max .318 4 .028 2 -.004 1 0 1 .013 2 -.02 1 486 min .071 1 .008 1 -.013 4 0 2 .005 1 -.078 2 I 487 4 max .318 4 .014 2 -.004 1 0 1 .013 2 -.021 1 488 min .071 1 -.007 1 -.013 4 0 2 .003 1 -.093 2 489 5 max .318 4 0 2 -.004 1 0 1 .008 2 -.015 1 490 min .071 1 -.021 1 -.013 4 0 2 -.003 1 -.101 2 I 491 M54 1 max .252 4 .163 2 -.001 1 0 1 -.005 5 0 1 492 min .057 1 .048 1 -.004 2 0 2 -.033 4 -.058 5 493 2 max .252 4 .092 2 -.001 1 0 1 .024 2 -.026 1 494 min .057 1 .027 1 -.004 2 0 2 .004 1 -.133 2 495 3 max .252 4 .022 2 -.001 1 0 1 .036 2 -.035 1 496 mM .057 1 .005 1 -.004 2 0 2 .009 1 -.157 2 497 4 max .252 4 -.009 5 -.001 1 0 1 .023 2 -.03 1 498 min .057 1 -.047 4 -.004 2 0 2 .006 1 -.141 2 499 5 max .252 4 -.026 5 -.001 1 0 1 .009 5 -.015 1 500 min .057 1 -.064 4 -.004 . 2 0 2 -.005 1 -.108 2 501 M55 1 max .211 4 .041 2 .012 4 0 1 -.009 5 .009 1 I 502 min .047 1 .027 5 .003 1 0 2 -.017 4 -.035 2 503 2 max .211 4 .019 2 .012 4 0 1 .007 2 -.013 1 504 min .047 1 .005 5 .003 1 0 2 .003 1 -.054 2 505 3 max .211 4 -.003 2 .012 4 0 1 .021 2 -.017 1 I 506 min .047 1 -.017 5 .003 1 0 2 .009 1 -.054 2 507 4 max .211 4 -.03 1 .012 4 0 1 .003 2 0 5 508 min .047 1 -.076 4 .003 1 0 2 .002 1 -.004 2 509 5 max .211 4 -.052 1 .012 4 0 1 -.017 1 .074 4 I 510 min .047 1 -.098 4 .003 1 0 2 -.032 4 .034 1 511 M56 1 max .008 2 .026 1 .006 2 0 5 -.008 1 .06 5 512 min -.039 5 .01,5 2 0 1 0 4 -.013 5 .024 1 513 2 max .008 2 .013 1 .006 2 0 5 -.002 1 .051 5 I514 min -.039 5 _ .401 2 0 1 0 4 -.006 4 .014 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 40 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug PMug 3, 2009 I Designer : JFB 6 Job Number : 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) 1 Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC 515 3 max .008 2 0 1 .006 2 0 5 0 1 .051 4 I 516 min -.039 5 -.012 2 0 1 0 4 -.005 4 . .011 1 517 4 max .008 2 -.014 1 .006 2 0 5 -.001 1 .062 2 518 min -.039 5 -.026 2 0 1 0 4 -.008 2 .015 1 519 5 max .008 2 -.028 1 .006 2 0 5 -.008 1 .081 2 I 520 min -.039 5 -.04 2 0 1 0 4 -.015 2 .026 1 521 M57 1 max .054 2 .171 2 -.008 1 0 5 -.015 1 .22 2 522 min .012 1 .052 1 -.038 5 0 2 -.053 2 .061 1 523 2 max .054 2 .158 2 -.008 1 0 5 -.005 1 .133 2 I 524 min .012 1 .039 1 -.038 5 0 2 -.019 5 .037 1 525 3 max .054 2 .089 5 -.008 1 0 5 0 1 .08 2 526 min .012 1 .017 1 -.038 5 0 2 -.007 5 .022 1 527 4 max .054 2 .076 5 -.008 1 0 5 0 5 .053 2 528 min .012 1 .005 1 -.038 5 0 2 -.005 2 .014 1 529 5 max .054 2 .059 5 -.008 1 0 5 .002 5 .045 2 530 min .012 1 -.029 4 -.038 5 0 2 -.02 2 -.026 5 531 M58 1 max .049 2 .047 5 .027 2 0 5 -.006 1 .056 5 I 532 min .01 1 -.023 2 -.008 5 0 1 -.013 5 .015 1 533 2 max .049 2 .034 5 .027 2 0 5 -.001 1 .06 2 534 min .01 1 -.036 2 -.008 5 0 1 -.008 2 .015 1 535 3 max .049 2 .021 5 .027 2 0 5 0 5 .088 2 536 min .01 1 -.049 2 -.008 5 0 1 -.007 2 .019 5 537 4 max .049 2 .004 5 .027 2 0 5 0 5 .132 2 538 min .01 1 -.111 2 -.006 5 0 1 -.017 2 .011 5 I 539 5 max .049 2 -.013 5 .027 2 0 5 -.006 5 .21 2 540 min .01 1 -.173 2 -.008 5 0 1 -.048 2 .011 5 541 M59 1 max .041 5 .075 2 0 1 0 5 -.009 1 .093 2 542 min -.006 2 .032 1 -.007 5 0 1 -.024 2 .026 1 I 543 2 max .041 5 .061 2 0 1 0 5 0 5 .057 2 544 min -.006 2 .018 1 -.007 5 0 1 -.005 2 .005 5 545 3 max .041 5 .014 5 0 1 0 5 .004 5 .043 4 546 mm -.006 . 2 -.003 4 -.007 5 0 1 0 4 -.009 5 547 4 max .041 5 0 5 0 1 0 5 .002 5 .046 4 548 min -.006 2 -.017 4 -.007 5 0 1 -.006 4 -.015 5 549 5 max .041 5 -.013 5 0 1 0 5 -.003 5 .057 4 550 min -.006 2 -.03 4 -.007 5 0 1 -.017 4 -.014 5 I 551 M60 1 max .265 2 .094 2 -.001 5 0 2 -.013 5 .068 2 552 min .057 1 .045 5 -.012 4 0 1 -.03 2 .014 5 553 2 max .265 2 .072 2 -.001 5 0 2 .003 5 -.001 4 554 min .057 1 .023 5 -.012 4 0 1 .001 4 -.015 , 5 I 555 3 max .265 2 .041 4 -.001 5 0 2 .02 2 -.016 1 558 min .057 1 .002 5 -.012 4 0 1 .008 1 -.053 2 557 4 max .265 2 -.017 1 -.001 5 0 2 .011 4 -.013 1 558 min .057 1 -.025 4 -.012 4 0 1 .003 1 -.059 4 I 559 5 max .265 2 -.039 1 -.001 5 0 2 -.013 1 .009 1 560 min .057 1 -.061 4 -.012 4 0 1 -.023 4 -.037 2 561 M61 1 max .34 2 .107 4 .003 4 0 2 .002 4 -.013 5 562 mi .074 1 . .03 1 -.001 5 0 1 -.004 1 -.106 2 I 563 2 max .34 2 .043 2 .003 4 0 2 .024 4 -.027 1 564 min .074 1 .013 1 -.001 5 0 1 .005 1 -.138 2 565 3 max .34 2 0 5 .003 4 0 2 .034 2 -.03 1 566 min .074 1 -.042 4 -.001 5 0 1 .008 1 -.153 2 I 567 4 max .34 2 -.018 5 .003 4 0 2 .022 2 -.022 1 568 min .074 1 -.086 2 -.001 5 0 1 .003 1 -.131 2 569 5 max .34 2 -.035 5 .003 4 0 2 -.008 5 -.003 1 570 nln .074 1 -.152 2 -.001 5 0 i -.032 2 -.068 4 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 41 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[kl LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen...LC I 571 M62 1 max .412 2 .021 1 .016 4 0 4 .006 2 -.013 1 572 min .088 1 0 2 .004 1 0 5 -.005 5 -.102 2 573 2 max .412 2 .007 1 .016 4 0 4 .012 4 -.02 1 574 min .088 1 -.015 2 .004 1 0 5 .003 5 -.095 4 I 575 3 max .412 2 -.007 1 .016 4 0 4 .016 4 -.018 1 576 min .088 1 -.043 4 .004 1 0 5 .005 5 -.082 4 577 4 max .412 2 -.021 1 .016 4 0 4 .009 2 -.01 5 578 min .088 1 -.057 4 .004 1 0 5 .002 1 -.051 2 I 579 5 max .412 2 -.035 1 .016 4 0 4 0 2 .007 5 580 min .088 1 -.071 4 .004 1 0 5 -.005 1 -.019 2 581 M63 1 max 2.106 2 0 1 0 1 .084 2 0 1 0 1 582 min .354 4 0 1 0 1 .015 1 0 1 0 1 I 583 584 2 max 2.098 2 0 1 0 1 .084 2 0 1 0 1 min .346 4 0 1 0 1 ,015 1 0 1 0 1 585 3 max 2.09 2 0 1 0 1 .084 2 0 1 0 1 586 min .338 4 0 1 0 1 .015 1 0 1 0 1 I 587 588 4 max 2.082 2 0 1 0 1 .084 2 0 1 0 1 min .33 4 0 1 0 1 .015 1 0 1 0 1 589 5 max 2.074 2 0 1 0 1 .084 2 0 1 0 1 590 min .321 4 0 1 0 1 .015 1 0 1 0 1 591 M64 1 max 2.76 2 0 1 0 1 0 1 0 1 0 1 I 592 m[n .412 1 0 1 0 1 0 1 0 1 0 1 593 2 max 2.751 2 0 1 0 1 0 1 0 1 0 1 594 min .404 1 0 . 1 0 1 0 1 0 1 0 1 I 595 596 3 max 2.743 2 0 1 0 1 0 1 0 1 0 1 min .396 1 0 1 0 1 0 1 0 1 0 1 597. 4 max 2.735 2 0 1 0 1 0 1 0 1 0 1 598 min .388 1 0 1 0 1 0 1 0 . 1 0 1 I 599 5 max 2.727 2 0 1 0 1 0 1 0 1 0 1 600 min .38 1 0 1 0 1 0 1 0 1 0 1 601 M65 1 max 2.768 2 0 1 0 1 0 1 0 1 0 1 I 602 min .413 1 0 1 0 1 0 1 0 1 0 1 603 2 max 2.76 2 0 1 0 1 0 1 0 1 0 1 604 min .405 1 0 1 0 1 0 1 0 1 0 1 605 3 max 2.752 2 0 1 0 1 0 1 0 1 0 1 I 606 min .397 1 0 1 0 1 0 1 0 1 0 1 607 4 max 2.744 2 0 1 0 1 0 1 0 1 0 1 608 min .389 1 0 1 0 1 0 1 0 1 0 1 609 5 max 2.735 2 0 1 0 1 0 1 0 1 0 1 I 610 min .38 1 0 1 0 1 0 1 0 1 0 1 611 M66 1 max 2.098 2 0 1 0 1 -.019 1 0 1 0 1 612 min .353 4 0 1 0 1 -.107 2 0 1 0 1 613 2 max 2.09 2 0 1 0 1 -.019 1 0 1 0 1 I 814 min .345 4 0 1 0 1 -.107 2 0 1 0 1 615 3 max 2.082 2 0 1 0 1 -.019 1 0 1 0 1 616 min .337 4 0 1 0 1 -.107 2 0 1 0 1 617 4 max 2.074 2 0 1 0 1 -.019 1 0 1 0 1 I 618 min .329 4 0 1 0 1 -.107 2 0 1 0 1 619 5 max 2.066 2 0 1 0 1 -.Q19 1 0 1 0 1 620 min .321 4 0 1 0 1 -.107 2 0 1 0 1 , 621 M69 1 max 2.221 _ 2 0 1 0 1 0 1 0 1 0 1 I 622 623 min .411 5 0 1 0 1 0 1 0 1 0 1 2 max 2.219 2 0 1 0 1 0 1 0 1 0 1 624 min .409 5 . 0 1 0 1 0 1 0 1 0 1 625 3 max 2.217 2 0 1 0 1 0 1 0 1 0 1 I626 min_ .407 5 0 _ 1 0 _ 1 _ 0 1 0 1 0 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 42 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC 627 4 max 2.215 2 0 1 0 1 0 1 0 1 0 1 828 min .405 5 0 1 0 1 0 1 0 1 0 1 629. 5 max 2.213 2 0 1 0 1 0 1 0 1 0 1 630 mkt .403 5 0 1 0 1 0 1 0 1 0 1 631 M70 1 max 2.243 2 0 1 0 1 0 1 0 1 0 1 I 632 min .547 1 0 1 0 1 0 1 0 1 0 1 633 2 max 2.241 2 0 1 0 1 0 1 0 1 0 1 834 mkt .545 1 0 1 0 1 0 1 0 1 0 1 635 3 max 2.239 2 0 1 0 1 0 1 0 1 0 1 636 min .543 1 0 1 0 1 0 1 0 1 0 1 637 4 max 2.237 2 0 1 0 1 0 1 0 1 0 1 638 min .541 1 0 1 0 1 0 1 0 1 0 1 639 5 max 2.235 2 0 1 0 1 0 1 0 1 0 1 I 640 min .539 1 0 1 0 1 0 1 0 1 0 1 641 M69A 1 max .003 5 .002 2 0 2 0 1 0 1 0 1 642 mkt -.014 2 .002 4 0 1 0 1 0 1 0 1 643 2 max .001 5 .001 2 0 2 0 1 0 2 -.001 4 644 min -.016 2 .001 4 0 1 0 1 0 4 -.001 2 645 3 max 0 5 0 1 0 1 0 1 .001 2 -.002 4 646 min -.018 2 0 1 0 1 0 1 .001 4 -.002 2 647 4 max -.003 5 -.001 2 0 2 0 1 0 2 -.001 4 I 648 mkt -.02 2 -.001 4 0 1 0 1 0 4 -.001 2 649 5 max -.005 5 -.002 2 0 2 0 1 0 1 0 1 650 min -.022 2 -.002 4 0 . 1 0 1 . 0 1 0 1 651 M70A 1 max .003 1 .004 3 0 4 0 1 0 1 0 1 652 mkt -.01 2 .004 4 0 5 0 1 0 1 0 1 653 2 max .001 1 .002 3 0 4 0 1 .001 3 -.002 4 654 min -.012 2 .002 4 0 5 0 1 .001 4 -.002 3 I 655 3 max 0 1 0 1 0 1 0 1 .002 3 -.003 4 856 min -.014 2 0 1 0 1 0 1 .002 4 -.003 3 657 4 max -.002 1 -.002 3 0 4 0 1 .001 3 -.002 4 658 mkt -.015 2 -.002 4 0 5 0 1 .001 4 -.002 3 I 659 5 max -.004 1 -.004 3 0 4 0 1 0 1 0 1 660 min -.017 2 . -.004 4 0 5 0 1 0 1 0 1 661 M71 1 max .003 1 .004 1 0 4 0 1 0 1 0 1 862 min -.01 2 .004 2 0 2 0 1 0 1 0 1 663 2 max .001 1 .002 1 0 4 0 1 .001 1 -.002 2 664 mkt -.012 2 .002 2 0 2 0 1 .001 2 -.002 1 665 _ 3 max 0 1 0 1 0 1 0 1 .QQ2 1 -.003 2 886 min -.014 2 0 1 0 1 0 1 .002 2 -.003 1 I 667 4 max -.003 1 -.002 1 0 4 0 1 .001 1 -.002 2 668 mkt -.016 2 -.002 2 0 2 0 1 .001 2 -.002 1 669 5 max -.004 1 -.004 1 0 4 0 1 0 1 0 1 670 min -.018 2 -.004 2 0 2 0 1 0 1 0 1 I 671 M72 1 max .003 1 .002 4 0 4 0 1 0 1 0 1 672 mkt -.015 2 .002 5 0 1 0 1 0 1 0 1 673 2 max 0 1 .001 4 0 4 0 1 0 4 -.001 5 674 min -.017 2 .001 5 0 1 0 1 0 5 -.001 4 675 3 max -.001 1 0 1 0 1 0 1 .001 4 -.002 5 676 mkt -.019 2 0 1 0 1 0 1 .001 5 -.002 4 677 4 max -.003 1 -.001 4 0 4 0 1 0 4 -.001 5 678 min -.02 2 -.001 5 0 1 0 1 0 5 -.001 4 I 679 5 max -.005 1 -.002 4 0 4 0 1 0 1 0 1 680 mkt -.022 2 -.002 5 0 1 0 1 0 1 0 1 681 M73 1 max 6.857 2 -.066 2 8.54 4 -.06 1 -.998 1 -.045 2 682 min 1.091 1 -5.123 5 1.49 1 -.34 2 -5.722 4 -3.432 5 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 43 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[k] LC -y Shear[k] LC z Shear[k] LC Toraue[k-ft] LC y-y Momen... LC z-z Momen...LC I 683 2 max 6.856 2 -.066 2 8.54 4 -.06 1 -.935 1 -.042 2 684 min 1.089 1 -5.123 5 1.49 1 -.34 2 -5.359 4 -3.215 5 685 3 max 6.855 2 -.066 2 8.54 4 -.06 1 -.872 1 -.039 2 686 min 1.088 1 -5.123 5 1.49 1 -.34 2 -4.996 4 -2.997 5 I 687 4 max 6.854 2 -.066 2 8.54 4 -.06 1 -.808 1 -.036 2 688 min 1.087 1 -5.123 5 1.49 1 -.34 2 -4.633 4 -2.779 5 689 5 max 6.852 2 -.066 2 8.54 4 -.06 1 -.745 1 -.033 2 690 min 1.086 1 -5.123 5 1.49 1 -,34 2 -4.27 4 -2.562 5 I 691 M75 1 max 7.813 2 .024 2 0 1 .002 2 0 1 0 1 692 min 1.598 5 .024 1 0 1 0 1 0 1 0 1 693 2 max 7.809 2 .012 2 0 1 .002 2 0 1 -.029 1 694 min 1.594 5 .012 1 0 1 0 1 0 1 -.029 2 I 695 3 max 7.806 2 0 1 0 1 .002 2 0 1 -.038 1 696 min 1.591 5 0 1 0 1 0 1 0 1 -.038 2 697 4 max 7.802 2 -.012 2 0 1 .002 2 0 1 -.029 1 698 m[n 1.587 5 -.012 1 0 1 0 1 0 1 -.029 2 I 699 700 5 max 7.798 2 -.024 2 0 1 .002 2 0 1 0 1 min 1.583 5 -.024 1 0 1 0 1 0 1 0 1 701 M76 1 max 6.522 4 .024 4 0 1 0 5 0 1 0 1 702 min .841 5 .024 2 0 1 -.001 2 0 1 0 1 I 703 2 max 6.518 4 .012 4 0 1 0 5 0 1 -.029 2 704 min .837 5 .012 2 0 1 -.001 2 0 1 -.029 4 705 3 max 6.514 4 0 1 0 1 0 5 0 1 -.038 2 706 min .833 5 0 1 0 1 -.001 2 0 1 -.038 4 I 707 4 max 6.51 4 -.012 4 0 1 0 5 0 1 -.029 2 708 min .829 5 -.012 2 0 1 -.001 2 0 1 -.029 4 709 5 max 6.507 4 -.024 4 0 1 0 5 0 1 0 1 710 min .826 5 -.024 2 0 1 -.001 2 0 1 0 1 I 711 M77 1 max 6.626 4 .024 3 0 1 .002 2 0 1 0 1 712 min 1.248 1 .024 4 0 1 0 1 0 1 0 1 713 2 max 6.623 4 .012 3 0 1 .002 2 0 1 -.029 4 714 min 1.244 1 .012 4 0 1 0 1 0 1 -.029 3 A 715 3 max 6.619 4 0 1 0 1 .002 2 0 1 -.038 4 716 min 1.241 1 0 1 0 1 0 1 0 1 -.038 3 717 4 max 6.615 4 -.012 3 0 1 .002 2 0 1 -.029 4 I 718 min 1.237 1 -.012 4 0 1 0 1 0 1 -.029 3 719 5 max 6.612 4 -.024 3 0 1 .002 2 0 1 0 1 720 min 1.233 1 -.024 4 0 1 0 1 0 1 0 1 721 M78 1 max 7.866 2 .024 2 0 1 0 1 0 1 0 1 I 722 min 1.809 1 .024 4 0 1 -.001 4 0 1 0 1 723 2 max 7.863 2 .012 2 0 1 0 1 0 1 -.029 4 724 min 1.805 1 .012 4 0 1 -.001 4 0 1 -.029 2 725 3 max 7.859 2 0 1 0 1 0 1 0 1 -.038 4 I 726 min 1.802 1 0 1 0 1 -.001 4 0 1 -.038 2 727 4 max 7.855 2 -.012 2 0 1 0 1 0 1 -.029 4 728 min 1.798 1 -.012 4 0 1 -.001 4 0 1 -.029 2 729 5 max 7.852 2 -.024 2 0 1 0 1 0 1 0 1 I 730 min 1.794 1 -.024 4 0 1 -.001 4 0 1 0 1 731 M79 1 max -.653 5 -.525 1 .037 5 .058 5 .02 5 1.642 2 732 min -5.346 4 -3.311 4 -.053 2 -.312 4 -.23 2 .232 1 733 2 max -.652 5 -.526 1 .037 5 .058 5 .025 5 2.074 2 I 734 mm -5.346 4 -3.312 4 -.053 2 -.312 4 -.237 2 .301 1 735. 3 max -.652 5 -.528 1 .037 5 .058 5 .03 5 2.509 4 738 min -5.345 4 -3.314_ 4 -.053 2 -.312 4 -.244 2 .371 1 737 4 max -.651 5 -.529 1 .037 5 .058 5 .035 5 2.946 4 I738 rlr -5.345 4 3.31.5 4 _ -.053 _2 -.312 4 -.251 2 .44 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 44 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC 739 5 max -.651 5 -.531 1 .037 5 .058 5 .04 5 3.384 4 I 740 mkt -5.344 4 -3.317 4 -.053 2 -.312 4 -.258 2 .51 1 741 M80 1 max -1.053 1 -.573 1 -.021 5 .433 2 .074 5 1.661 2 742 min -5.511 4 -3.367 4 -.151 2 .094 1 -.098 2 .245 1 743 2 max -1.052 1 -.574 1 -.021 5 .433 2 .072 5 2.1 2 I 744 min -5.511 4 -3.369 4 -.151 2 .094 1 -.118 2 .321 1 745 3 max -1.052 1 -.576 1 -.021 5 .433 2 .069 5 2.543 4 748 tit -5.51 4 -3.37 4 -.151 2 .094 1 -.138 2 .396 1 747 4 max -1.051 1 -.577 1 -.021 5 .433 2 .066 5 2.988 4 748 min -5.51 4 -3.372 4 -.151 2 .094 1 -.158 2 .472 1 749 5 max -1.051 1 -.578 1 -.021 5 .433 2 .063 5 3.434 4 750 min -5.509 4 -3.373 4 -.151 2 .094 1 -.178 2 .549 1 751 M81 1 max -1.313 5 -.399 5 -.004 1 .336 2 .062 4 -.059 5 I 752 min -6,814 2 -2.136 2 -.02 2 .066 5 -.027 5 -.236 2 753 2 max -1.312 5 -.4 5 -.004 1 .336 2 .059 4 .052 4 754 min -6.814 2 -2.138 2 -.02 2 .066 5 -.029 5 -.019 1 755 3 max -1.312 5 -.402 5 -.004 1 .336 2 .057 4 .334 4 I 756. min -6.813 2 -2.139 2 -.02 2 .066 5 -.03 5 .04 1 757 4 max -1.311 5 -.403 5 -.004 1 .336 2 .054 4 .617 4 758 min -6.813 2 -2.141 2 -.02 2 .068 5 -.032 5 .099 1 I 759 5 max -1.311 5 -.404 5 -.004 1 .336 2 .052 4 .899 4 760 mkt -6.812 2 -2.142 2 -.02 2 .066 5 -.034 5 .153 5 761 M82 1 max -1.611 1 -.474 1 -.003 1 -.071 1 -.048 1 -.091 1 762 mkt -6.979 2 -2.227 2 -.016 2 -.289 4 -.232 2 -.239 2 I 763 2 max -1.611 1 -.475 1 -.003 1 -.071 1 -.049 1 .122 5 764 min -6.979 2 -2.229 2 -.016 2 -.289 4 -.234 2 -.028 1 765 3 max -1.61 1 -.476 1 -.003 1 -.071 1 -.049 1 .377 5 766 mkt -6.978 2 -2.23 2 -.016 2 -.289 4 -.236 2 .035 1 I 767 4 max -1.61 1 -.478 1 -.003 1 -.071 1 -.049 1 .649 4 768 mkt -6.978 2 -2.231 2 -.016 2 -.289 4 -.239 2 .098 1 769 5 max -1.609 1 -.479 1 -.003 1 -.071 1 -.05 1 .942 4 770 min -6.977 2 -2.233 2 -.016 2 -.289 4 -.241 2 .161 1 I 771 M78A 1 max -2.163 1 .31 2 0 1 0 1 .01 2 1.208 2 772 mkt -12.375 2 .058 1 -.002 2 -.002 2 .002 1 .168 1 773 2 max -2.154 1 .302 2 0 1 0 1 .008 2 .893 2 774 min -12.367 2 .049 1 -.002 2 -.002 2 .001 1 .113 1 I 775 3 max -2.146 1 .293 2 0 1 0 1 .006 2 .586 2 776 mkt -12.359 2 .041 1 -.002 2 -.002 2 .001 1 .067 1 777 4 max -2.138 1 .284 2 0 1 0 1 .004 2 .289 2 778 mkt -12.351 2 .032 1 -.002 2 -.002 2 0 1 .029 1 I 779 5 max -2.13 1 .276 2 0 1 0 1 .002 2 0 1 780 mkt -12.343 2 .024 1 -.002 2 -.002 2 0 1 0 1 Envelope Member Section Deflections I Member Sec x[in] LC y[in] LC z[in] LC x Rotate[r... LC (n)Uy Ratio LC (n)Liz Ratio LC 1 M1 1 max 0 5 -.03 5 0 1 4.022e-3 2 1283.027 5 NC 1 2 min -.005 2 -.191 2 0 1 8.275e-4 1 250.856 2 NC 1 , I 3 2 max 0 5 -.022 5 0 2 3.766e-3 2 1762.967 5 NC 2 4 Mkt -.005 2 -.153 2 0 1 7.717e-4 1 340.523 2 NC 1 5 3 max 0 5 -.015 5 .002 2 3.509e-3 2 2835.188 5 NC 2 I 6 mkt -.005 2 -.114 2 0 1 7.160-4 1 539.965 2 NC I 7 4 max 0 5 -.008 5 .004 2 3.253e-3 2 6395.463 5 NC 2 a a -.005 2 -.077 2 0 1 8.602e-4 1 1194.974 2 NC 1 9 5 max 0 5 -.002 5 .005 2 2.997e-3 2 NC 5 6891.963 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 45 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer : JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: 1 Envelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC In)L/v Ratio LC (n)Liz Ratio LC I 10 min -.005 2 -.047 2 0 1 6.045e-4 1 NC 2 NC 1 11 M3 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 12 min 0 1 0 1 0 1 0 1 NC 1 NC 1 13 2 max 0 1 0 5 0 2 -1.161e-6 1 NC 5 NC 2 I 14 min 0 2 0 1 0 1 -6.584e-6 2 NC 1 NC 1 15 3 max 0 1 0 5 0 2 -2.322e-6 1 NC 5 6502.253 2 16 min 0 2 0 1 0 1 -1.317e-5. 2 NC 1 NC 1 17 4 max 0 1 0 5 .001 2 -3.482e-6 1 NC 5 4143.096 2 I 18 min 0 2 0 1 0 1 -1.975e-5 2 NC 1 NC 1 19 5 max 0 1 0 5 .002 2 -4.643e-6 1 NC 5 2926.122 2 20 min 0 2 0 1 0 1 -2.634e-5 2 NC 1 NC 1 21 M4 1 max 0 1 0 5 .002 2 -4.643e-6 1 NC 5 NC 2 I 22 23 min 0 2 0 1 0 1 -2.634e-5 2 NC 1 NC 1 2 max 0 1 0 5 .005 2 -8.496e-6 1 NC 5 7433.309 2 24 min 0 2 0 1 0 1 -4.819e-5 2 NC 1 NC 1 25 3 max 0 1 0 4 .008 2 -1.235e-5 1 NC 4 3189.04 2 I 26 , min 0 2 0 5 .001 1 -7.004e-5 2 NC 5 NC 1 27 4 max 0 1 0 4 .013 2 -1.62e-5 1 NC 4 1904.923 2 28 min -.001 2 0 5 .002 1 -9.19e-5. 2 NC 5 NC 1 29 5 max 0 1 0 4 .017 2 -2.006e-5 1 NC 4 1321.883 2 I 30 min -.001 2 -.001 5 .003 1 -1.138e-4 2 9699.545 5 7546.838 1 31 M5 1 max 0 1 0 4 .019 2 -1.834e-5 1 NC 4 NC 2 32 min -.001 2 -.002 5 .003 1 -1.04e-4 2 NC 5 NC 1 33 2 max 0 1 0 4 .02 2 -1.707e-5 1 NC 4 NC 2 I 34 min -.001 2 -.002 5 .004 1 -9.687e-5 2 NC 5 NC 1 35 3 max 0 1 0 2 .021 2 -1.581e-5 1 NC 2 NC 2 36 min -.001 2 -.002 5 .004 1 -8.971e-5 2 NC 5 NC 1 37 4 max 0 1 0 2 .022 2 -1.454e-5 1 NC 2 NC 2 I38 min -.001 2 -.002 5 .004 1 -8.256e-5 2 NC 5 NC 1 39 5 max 0 1 0 2 .023 2 -1.328e-5 1 NC 2 NC 2 40 min -.002 2 -.002 5 .004 1 -7.54e-5 2 NC 5 NC 1 I 41 M6 1 max 0 1 0 1 0 2 -5.567e-4 1 NC 1 NC 2 42 min 0 1 0 1 0 4 -4,253e-3 2 NC 1 NC 4 43 2 max 0 5 .007 2 .087 2 -5.567e-4 1 NC 2 1317.368 2 44 min 0 2 .001 1 .013 5 -4.253e-3 2 NC 1 8580.526 5 I 45 3 max 0 5 .014 2 .103 2 -5.567e-4 1 NC 2 1118.204 2 46 min 0 2 .002 1 .016 5 -4.253e-3 2 NC 1 7269.531 5 47 4 max .001 5 .02 2 .049 2 -5.567e-4 1 NC 2 2374.38 2 48 min 0 2 .003 1 .008 1 -4.253e-3 2 NC 1 NC 1 I 49 5 max .002 5 .023 2 .002 2 -5.567e-4 1 NC 2 NC 2 50 min 0 2 .004 1 0 1 -4.253e-3 2 NC 1 NC 1 51 M7 1 max .002 5 .023 2 .002 2 -5.567e-4 1 NC 2 NC 2 52 min 0 2 .004 1 0 1 -4.253e-3 2 NC 1 NC 1 I 53 54 2 max .001 5 .022 2 .05 2 -5.567e-4 1 NC 2 2364.802 2 min 0 2 .004 1 .008 1 -4.253e-3 2 NC 1 NC 1 55 3 max 0 5 .017 2 .103 2 -5.567e-4 1 NC 2 1116.349 2 56 min 0 2 .003 1 .016 1 ,-4.253e-3 2 NC 1 7207.527 1 I 57 58 4 max 0 5 .009 2 .087 2 -5.567e-4 1 NC 2 1318.682 2 min 0 2 .002 1 .014 1 -4.253e-3 2 NC 1 8524.744 1 59 5 max 0 1 0 1 0 2 -5.567e-4 1 NC 1 NC 2 60 min 0 1 0 1 0 4 -4.253e-3 2 NC 1 NC 4 I 61 M11 1 max 0 1 0 1 0 1 1.304e-3 2 NC 1 NC 1 62 min. 0 1 0 2 0 1 1.757e-4 1 NC 2 NC 1 63 2 max 0 1 _ -.012 1 .007 2 1.304e-3 2 9528.998 1 NC 2 64 min 0 1 -.587 2 .001 1 1.751e-4 1 1338.809 2 NC 1 I 65 3 max 0 1 -.017 1 .014 2 1.304e-3 2 6840.063 1 NC 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 46 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 I Designer JFB 6:3 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) I Member Sec x finl LC v fin) LC z finl LC x Rotate fr... LC (n)Uv Ratio LC (n)Liz Ratio LC 66 min 0 1 -.122 2 .003 1 1.757,-4 1 961.163 2 NC 1 I 67 4 max 0 1 -.012 1 .019 2 1.304e-3 2 9666.403 1 NC 2 68 min 0 1 -.088 2 .003 1 1.757e-4 1 1356.984 2 NC 1 69 5 max 0 1 0 1 .013 2 1.304e-3 2 NC 1 NC 2 70 min 0 1 -.005 2 .002 1 1.757e-4 1 NC 2 NC 1 I 71 M12 1 max 0 1 0 1 .013 2 1.304e-3 2 NC 1 NC 2 72 min 0 1 -,005 2 .002 1 1.757e-4 1 NC 2 NC 1 73 2 max 0 1 -.012 1 .022 2 1.304e-3 2 9673.057 1 9836.699 2 74 min 0 1 -.088 2 .004 1 1.7570-4 1 1358.446 2 NC 1 I 75 3 max 0 1 -.017 1 .018 2 1.304e-3 2 6842.779 1 NC 2 76 min 0 1 -.122 2 .003 1 1.757e-4 1 961.768 2 NC 1 77 4 max 0 1 -.012 1 .009 2 1.304e-3 2 9525.425 1 NC 2 78 mki 0 1 -.087 2 .002 1 1.757e-4 1 1338.054 2 NC 1 I 79 5 max 0 1 0 1 0 1 1.304e-3 2 NC 1 NC 1 80 min 0 1 0 2 0 1 1.757e-4 1 NC 2 NC 1 81 M10 1 max -.004 1 .002 5 .002 2 4.142e-6 5 NC 5 NC 2 82 min -.023 2 0 2 0 1 1.066e-7 4 NC 2 NC 1 I 83 2 max -.004 1 .002 5 .112 2 2.496e-6 5 NC 5 1098.156 2 84 min -.021 2 0 1 .015 1 -6.603e-7 4 NC 1 8410.939 1 85 3 max -.003 1 .001 2 .141 2 8.491e-7 5 NC 2 873.747 2 86 min -.018 2 0 1 .019 1 -1.427e-6 4 NC 1 6678,969 1 I 87 4 max -.003 1 0 2 .081 2 -3.669e-7 1 NC 2 1563.362 2 88 min -.016 2 0 1 .011 1 -2.194e-6 4 NC 1 NC 1 89 5 max -.002 1 0 1 .005 2 -5.753e-7 1 NC 1 NC 2 I 90 min -.013 2 0 1 0 1 -3.044e-6 2 NC 1 NC 1 91 Ml1 A 1 max -.003 1 -.009 1 .001 5 -3.702e-4 5 NC 1 NC 5 92 min -.019 2 -.058 2 0 2 -2.419e-3 2 NC 2 NC 2 93 2 max -.003 1 -.038 1 0 5 -3.449e-4 4 4233.16 1 NC 5 I 94 min -.019 2 -.298 2 0 2 -2.322,-3. 2 520.469 2 NC 2 95 3 max -.003 1 -.051 1 0 5 -3.182e-4 4 3018.015 1 NC 5 96 min -.019 2 -.4 2 0 2 -2,2258-3 2 371.148 2 NC 2 97 4 max -.003 1 -.041 1 0 5 -2.915e-4 4 4243.963 1 NC 5 I 98 min -.019 2 -.316 2 0 2 -2.128,-3 2 522.267 2 NC 2 99 5 max -.003 1 -.013 1 0 1 -2.647e-4 4 NC 1 NC 1 100 min -.019 2 -.096 2 0 1 -2.031e-3 2 NC 2 NC 1 101 M12A 1 max -.002 1 -.017 5 0 5 -2.588e-5. 4 NC 5 NC 5 I 102 min -.012 2 -.107 2 0 2 -2.031e-4 2 NC 2 NC 2 103 2 max -.002 1 -.041 1 0 5 7.343e-6 4 4866.883 1 NC 5 104 mkl -.012 2 -.3 2 0 2 -1.194e-6 1 631.718 2 NC 2 105 3 max -.002 1 -.051 1 0 5 2.064e-4 2 3469.226 1 NC 5 I 106 mit -.012 2 -.38 2 0 2 2.8280.5 1 450.39 2 NC 2 107 4 max -.002 1 -.041 1 0 5 4.111e-4 2 4871.149 1 NC 5 108 min -.013 2 -.306 2 0 2 5.776e-5 1 632.509 2 NC 2 109 5 max -.002 1 -.017 1 0 1 6.158e-4 2 NC 1 NC 1 I 110 min -.013 2 -.119 2 0 1 8.723e-5 1 NC 2 NC 1 111 M13 1 max 0 1 -.01 5 0 5 2.894e-3 2 NC 5 NC 5 112 min -.004 2 -.062 2 0 2 4.466e-4 5 NC 2 NC 2 113 2 max 0 1 -.038 1 0 5 2.903e-3 2 4243.963 1 NC 5 I 114 min -.004 2 -.291 2 0 2 4.39e-4 1 522.267 2 NC 2 115 3 max 0 1 -.049 1 0 5 2.913e-3 2 3018.015 1 NC 5 116 min -.004 2 -.384 2 0 2 4.303e-4 1 371.148 2 NC 2 117 4 max 0 1 -.037 1 0 5 2.922e-3 2 4233.16 1 NC 5 I 118. mki -.004 2 -.291 2 0 2 4.2178-4 1 520.469 2 NC 2 119 5 max 0 1 -.008 1 0 1 2.931e-3 2 NC 1 NC 1 120 min -.004 2 -.06 2 0 1 4.131e-4 1 NC 2 NC 1 121 M14 1 max -.004 1 -.009 1 .001 5 2.425e-3 2 NC 1 NC 5 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 47 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:32 PM Job Number . 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x tint LC v finl LC z finl LC x Rotate fr... LC In)Uv Ratio LC In)Liz Ratio LC I 122 min -.022 2 -.058 2 0 2 3.721e-4 4 NC 2 NC 2 123 2 max -.004 1 -.038 1 0 5 2.325e-3 2 4243.963 1 NC 5 124 min -.022 _ 2 -.297 2 0 2 3.452e-4 4 522.267 2 NC 2 125 3 max -.004 1 -.051 1 0 5 2.226e-3 2 3018.015 1 NC 5 I 126 min -.022 2 -.4 2 0 2 3.183e-4 4 371.148 2 NC 2 127, 4 max -.004 1 -.041 1 0 5 2.127e-3 2 4233.16 1 NC 5 128 min -.022 2 -.317 2 0 2 2.914e-4 4 520.469 2 NC 2 129 5 max -.004 1 -.013 1 0 1 2.028e-3 2 NC 1 NC 1 I 130 min -.022 2 -.095 2 0 1 2,645e-4 4 NC 2 NC 1 131 M15 1 max -.003 1 -.017 1 0 5 1.907e-4 2 NC 1 NC 5 132 min -.015 2 -.107 2 0 2 2.481e-5 4 NC 2 NC 2 133 2 max -.003 1 -.041 1 0 5 4.792e-7 1 4871.149 1 NC 5 I 134. min -.015 2 -.3 2 0 2 -9.4360-6 2 632.509 2 NC 2 135 3 max -.003 1 -.051 1 0 5 -2.858e-5 1 3469.226 1 NC 5 136 min -.015 2 -.38 2 0 2 -2.096e-4 2 450.39 2 NC 2 137 4 max -.003 1 -.041 1 0 5 -5.763e-5 1 4866.883 1 NC 5 U 138 139 min -.015 2 -.306 2 0 2 -4.097e-4 2 631.718 2 NC 2 5 max -.003 1 -.017 1 0 1 -8.669e-5 1 NC 1 NC 1 140 min -.015 2 -.119 2 0 1 -6.098e-4 2 NC 2 NC 1 141 M16 1 max 0 1 -.01 1 0 5 -4.475e-4 1 NC 1 NC 5 I 142 143 min -.006 2 -.062 2 0 2 -2.891e-3 2 NC 2 NC 2 2 max 0 1 -.038 1 0 5 -4.389e-4 1 4233.16 1 NC 5 144 min -.006 2 -.292 2 0 2 -2.902e-3 2 520.469 2 NC 2 145 3 max 0 1 -.049 1 0 5 -4.304e-4 1 3018.015 1 NC 5 I 146 min -.006 2 -.384 2 0 2 -2.912e-3 2 371.148 2 NC 2 147 4 max 0 1 -.037 1 0 5 -4.218e-4 1 4243.963 1 NC 5 148 min -.006 2 -.29 2 0 2 -2.922e-3 2 522.267 2 NC 2 149 5 max 0 1 -.008 1 0 1 -4.132e-4 1 NC 1 NC 1 I 150 min -.006 2 -.06 2 0 1 -2.933e-3 2 NC 2 NC 1 151 M17 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 152 min 0 1 0 1 0 1 0 1 NC 1 NC 1 I153 2 max 0 1 .003 4 0 2 3.962e-6 2 NC 4 NC 2 154 min -.001 2 0 2 0 1 ,7.397e-7 1 NC 2 NC 1 155 3 max 0 1 .005 4 0 2 7.924e-6 2 6392.506 4 NC 2 156 min -.003 2 0 1 0 1 1.479e-6 1 NC 1 NC 1 I 157 4 max 0 1 .008 4 0 2 1.189e-5 2 4191.64 4 NC 2in 158 min -.004 2 .001 1 0 1 2.219e-6 1 NC 1 NC 1 159 5 max 0 1 .013 2 0 1 1.585e-5 2 2533.395 2 NC 1 160 min -.005 2 .002 1 0 1 2.959e-6 1 NC 1 NC 1 I 161 M18 1 max 0 5 -.002 5 .005 2 2.997e-3 2 NC 5 NC 2 162 min -.005 2 -.047 2 0 1 6.045e-4 1 1444.503 2 NC 1 163 2 max 0 5 .003 5 .009 2 2.529e-3 2 NC 5 NC 2 164 min -.004 2 -.016 2 .001 1 5.026e-4 1 4706.793 2 NC 1 I 165 _ 3 max .001 5 .004 5 .012 2 2.061e-3 2 NC 5 NC 2 166 min -.003 2 _ -.005 2 .002 1 4.008e-4 1 NC 2 NC 1 167 4 max .001 5 .002 5 .016 2 1.594e-3 2 NC 5 NC 2 168 min -.002 2 -.002 2 .003 1 2.99e-4 1 NC 2 NC 1 I 169 170 5 max .002 5 0 5 .018 2 1.126e-3 2 NC 5 NC 2 min 0 4 -.002 2 .003 1 1.972e-4 1 NC 2 NC 1 171 M19A 1 max -.004 1 -.016 1 -.003 1 -8.797e-4 1 NC 1 NC 1 172 min -.022 2 -.063 2 -.015 2 -4.034e-3 2 NC 2 3779.023 2 I 173 174 2 max -.004 1 -.016 1 -.002 1 -7.521e-4 5 NC 1 NC 1 min -.022 2 -.07 2 -.013 2 -3.611e-3 2 NC 2 5049.139, 2 175 3 max -.004 1 -.016 1 -.002 5 -5,769e-4 5 NC 1 NC 5 178 min -.022 a -.071 2 -.01 2 -3.187e-3 2 NC 2 7819.96 2 I177 4 max -.004 1 -.016 1 0 5 -4.016e-4 5 NC 1 NC 5 RISA-3D Version 8.0.3 [N...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 48 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) 1 Member Sec x tint LC v tint LC z tint LC x Rotate fr... LC (n)Uv Ratio LC (n)Liz Ratio LC 178 min -.022 2 -.085 2 -.008 2 -2.763e-3 2 NC 2 NC 2 I 179 5 max -.004 1 -.016 1 0 5 -2.264e-4 5 NC 1 NC 5 180 min -.022 2 -.09 2 -.006 2 -2.339e-3 2 NC 2 NC 2 181 M20 1 max -.004 1 -.016 1 0 5 -2.264e-4 5 NC 1 NC 5 182 min -.022 2 -.09 2 -.006 2 -2.339e-3 2 NC 2 4323.351 2 I 183 2 max -.004 1 -.015 1 .002 5 -3.525e-5 5 NC 1 NC 5 184 min -.021 2 -.092 2 -.003 2 -1.907e-3 2 5128.831 2 5894.541 2 185 3 max -.004 1 -.015 1 .003 5 1.559e-4 5 NC 1 NC 5 186 min -.021 2 -.09 2 -.001 4 -1.478e-3 4 3568.726 2 9660.105 4 I 187 4 max -.003 1 -.013 1 .004 5 3.47e-4 5 NC 1 NC 5 188 min -.02 2 -.083 2 0 1 -1.055e-3 4 4513.346 2 NC 1 189 5 max -.003 1 -.011 1 .004 5 5.382e-4 5 NC 1 NC 5 190 min -.02 2 -.07 2 0 1 -6.325e-4 4 NC 2 NC 1 I 191 M22 1 max -.004 1 -.017 1 -.007 1 4.093e-3 2 NC 1 NC 1 192 min -.022 2 -.063 2 -.041 2 9.628.4 1 NC 2 NC 2 193 2 max -.004 1 -.017 1 -.007 1 3.667e-3 2 NC 1 NC 1 194 min -.022 2 -.071 2 -.038 2 8.685e-4 1 NC 2 NC 2 I 195 3 max -.004 1 -.017 1 -.006 1 3.242e-3 2 NC 1 NC 1 196 min -.022 2 -.079 2 -.036 2 7.742.-4 1 NC 2 NC 2 197 4 max -.004 1 -.017 1 -.006 1 2.816e-3 2 NC 1 NC 1 I 196 min -.022 2 -.086 2 -.033 2 6.799.4 1 NC 2 NC 2 199 5 max -.004 1 -.017 1 -.005 1 2.39e-3 2 NC 1 NC 1 200 min -.022 2 -.091 2 -.031 2 5.857e-4 1 NC 2 NC 2 201 M23 1 max -.004 1 -.017 1 -.005 1 2.39e-3 2 NC 1 NC 1 I 202 min -.022 2 -.091 2 -.031 2 5.857e-4 1 NC 2 NC 2 203 2 max -.004 1 -.016 1 -.005 1 1.958e-3 4 NC 1 NC 1 204 min -.021 2 -.093 2 -.028 2 4.837e-4 1 5094.179 2 NC 2 205 3 max -.004 1 -.015 1 -.004 1 1.577e-3 5 NC 1 NC 1 I 206 min -.021 2 -.091 2 -.025 2 3.818e-4 1 3530.434 2 NC 2 207 4 max -.004 1 -.014 1 -.004 1 1.354e-3 5 NC 1 NC 1 208 min -.02 2 -.084 2 -.022 2 2.799e-4 1 4448.904 2 NC 2 209 5 max -.003 1 -.011 1 -.003 1 1.132e-3 5 NC 1 NC 1 I 210 min -.02 2 -.071 2 -.02 2 1.779e-4 1 NC 2 NC 2 211 M25 1 max -.001 1 -.048 1 -.01 1 -9.138e-4 1 970.781 1 NC 1 212 min -.006 5 -.195 2 -.056 2 -4.099e-3 2 245.45 2 2279.477 2 213 2 max -.001 1 -.038 1 -.009 1 -8.507e-4 1 1328.456 1 NC 1 I 214 min -.006 5 -.156 2 -.052 2 -3.836e-3 2 333.569 2 3050.836 2 215 3 max -.001 1 -.028 1 -.009 1 -7.876e-4 1 2116.704 1 NC 1 216 min -.006 5 -.118 2 -.048 2 -3.572e-3 2 529.159 2 4612.173 2 217 4 max -.001 1 -.019 1 -.008 1 -7.245e-4 1 4693.159 1 NC 1 I 218 min -.006 5 -.079 2 -.044 2 -3.309e-3 2 1171.489 2 9335.191 2 219 5 max -.001 1 -.011 1 -.007 1 -6.614e-4 1 NC 1 NC 1 220 min -.008 5 -.048 2 -.04 2 -3.0450-3 2 NC 2 NC 2 221 M26 1 max -.001 1 -.011 1 -.007 1 -6.614.-4. 1 6073.578 1 NC 1 I 222 min -.006 5 -.048 2 -.04 2 -3.045e-3 2 1419.592 2 3241.971 2 223 2 max -.001 1 -.003 1 -.006 1 -5.461e-4 1 NC 1 NC 1 224 min -.005 5 -.02 5 -.034 2 -2.564e-3 2 3591.752 5 4818.806 2 225 3 max 0 1 0 1 -.005 1 -4.308e-4 1 NC 1 NC 1 I 226 min -.004 5 -.009 5 -.028 2 -2.083e-3 2 8793.43 5 8402.425 2 227 4 max 0 1 0 1 -.004 1 -3.156e-4 1 NC 1 NC 1 228 min -.003 5 -.005 5 -.023 2 -1.802e-3 2 NC 5 NC 2 229 5 max 0 1 0 1 -.004 1 -2.003e-4 1 NC 1 NC 1 I 230 min -.002 5 -.002 2 -.02 2 -1.121.-3 2 NC 2 NC 2 231 M28 1 max .002 4 -.016 1 -.005 1 -2.23.4 5 NC 1 NC 1 232 min 0 5 -.063 2 -.027 2 -1.342e-3 4 NC 2 3787.028 2 233 2 max .002 4 -.023 1 -.004 1 -2.813e-4 5 NC 1 NC 1 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 49 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x fin) LC v finl LC z fin) LC x Rotate fr... LC (n)Uv Ratio LC In)Liz Ratio LC I 234 min 0 5 _ -.099 2 -.024 2 -1.586e-3 4 NC 2 5033.808 2 235 3 max .002 4 -.03 1 -.004 1 -3.396e-4 5 NC 1 NC 1 236 min 0 5 -.134 2 -.022 2 -1.829e-3 4 6710.724 2 7612.191 2 237 4 max .002 4 -.036 1 -.003 1 -3.98e-4 5 NC 1 NC 1 I 238 m 0 5 -.167 2 -.019 2 -2.073e-3 4 7420.213, 2 NC 2 239 in 5 max .002 4 -.041 1 -.003 1 -4.563e-4 5 NC 1 NC 1 240 min 0 5 -.195 2 -.017 2 -2.317e-3 4 NC 2 NC 2 241 M29 1 max -.004 1 -.016 1 .011 2 -4.159e-4 1 1403.366 1 NC 2 I 242 min -.024 2 -.063 2 .002 1 -2.716e-3 2 353.858 . 2 NC 1 243 2 max -.004 1 -.012 1 .013 2 -3.861e-4 1 1930.189 1 NC 2 244 min -.024 2 -.046 2 .002 1 -2.642e-3 2 487.717 2 NC 1 245 3 max -.004 1 -.008 1 .014 2 -3.564e-4 1 3044.895 1 NC 2 I 246 min -.024 2 -.03 2 .002 1 -2,567e-3 2 772.387 2 NC 1 247 4 max -.004 1 -.004 1 .015 2 -3.266e-4 1 6552.095 1 NC 2 248 min -.024 2 -.016 2 .003 1 -2.493e-3 2 1672.211 2 NC 1 249 5 max -.004 1 0 5 .017 2 -2.968e-4 1 NC 5 NC 2 U 250 251 M30 min -.024 2 -.003 2 .003 1 -2.418e-3 2 NC 2 NC 1 1 max -.008 1 -.017 1 .004 5 1.356e-3 4 NC 1 NC 5 252 min -.046 2 -.063 2 -.001 2 5.092e-4 1 NC 2 NC 2 253 2 max -.008 1 -.025 1 .005 5 1.611e-3 4 NC 1 NC 5 I 254 255 min -.046 2 -.1 2 0 1 5.674e-4 1 NC 2 NC 1 3 max -.008 1 -.032 1 .006 5 1.866e-3 4 NC 1 NC 5 256 min -.046 2 -.136 2 0 1 6.257e-4 1 6780.596 2 NC 1 257 4 max -.008 1 -.039 1 .008 5 2.122e-3 4 NC 1 NC 5 I 258 min -.046 2 -.169 2 .001 1 6.839e-4 1 7429.653 2 NC 1 259 5 max -.008 1 -.046 1 .009 5 2.377e-3 4 NC 1 NC 5 260 min -.046 2 -.198 2 .002 1 7.422e-4 1 NC 2 NC 1 261 M31 1 max -.008 1 -.046 1 .009 5 2.377e-3 4 NC 1 NC 5 I 262 min -.046 2 -.198 2 .002 1 7.422e-4 1 NC 2 NC 1 263 2 max -.008 1 -.051 1 .011 2 2.628e-3 4 NC 1 NC 2 264 min -.046 2 -.221 2 .002 1 7.963e-4 1 3210.583 2 NC 1 265 3 max -.008 1 -.054 1 .013 2 2.879e-3 4 NC 1 7754.621 2 I 266 min -.046 2 -.237 2 .002 1 8.505e-4 1 2328.812 2 NC 1 267 4 max -.008 1 -.056 1 .016 2 3.13e-3 4 NC 1 5093.756 2 268 min -.046 2 -.244 2 .003 1 9.047e-4 1 3035.193 2 NC 1 I 269 5 max -.008 1 -.056 1 .019 2 3.385e-3 2 NC 1 3635.045 2 270 min -.046 2 -.243 2 .003 1 9.589e-4 1 NC 2 NC 1 271 M32 1 max .002 4 -.041 1 -.003 1 -4.563e-4 5 NC 1 NC 1 272 min 0 5 -.195 2 -.017 2 -2.317e-3 4 NC 2 3865.672 2 I 273 max .002 4 -.045 5 -.002 1 -5.471e-4 5 NC 5 NC 1 274 min 0 5 -.217 2 -.014 2 -2,559e-3 4 3269.001 2 5264.385 2 275 3 max .002 4 -.047 5 -.002 1 -6.379e-4 5 NC 5 NC 1 276 , mm 0 5 -.232 2 -.011 2 -2.806e-3 2 2373.205 2 8525.503 2 I 277 4 max .002 4 -.046 5 -.001 5 -7.288e-4 5 NC 5 NC 5 278 min 0 5 -.24 2 -.009 2 -3.057e-3 2 3096.585 2 NC 2 279 5 max .002 4 -.045 5 0 5 -8.196e-4 5 NC 5 NC 5 280 min 0 5 -.239 2 -.007 2 -3.309e-3 2 NC 2 NC 2 I 281 M33 282 1 max -.003 1 -.011 1 .004 5 5.382e-4 5 3056.506 1 NC 5 min -.02 2 -.07 2 0 1 -6.325e-4 4 476.34 2 NC 1 283 2 max -.003 1 -.009 1 .005 5 5.005e-4 5 4030.148 1 NC 5 284 min -.019 2 -.055 2 . 0 1 -4.087e-4 4 623.712 2 NC 1 I 285 3 max -.003 1 -.006 1 .006 2 4.629e-4 5 6214.281 1 NC 2 286 min -.019 2 _ -.039 2 .001 1 -1.849e-4 4 960.209 2 . NC 1 287 4 max -.003 1 -.004 1 .007 2 4.252e-4 5 NC 1 NC 2 288 min -.018 a -.023 2 1 1 7.09e-8 1 2075.131 2 NC 1 I289 5 max -.003 1 -.001 1 .009 2 3.875e-4 5 NC 1 NC 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 50 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x tint LC v tinl LC z finl LC x Rotate fr... LC In)Uv Ratio LC In)Liz Ratio LC 290 min -.018 2 -.009 2 .002 1 4.096e-5 1 NC 2 NC 1 I 291 M34 1 max -.003 1 -.011 1 -.003 1 1.132e-3 5 2919.372 1 NC 1 292 min -.02 2 -.071 2 -.02 2 1.779e-4 1 471.267 2 .3148.681 2 293 2 max -.003 1 -.009 1 -.003 1 8.683e-4 5 3858.894 1 NC 1 294 min -.019 2 -.056 2 -.017 2 1.252e-4 1 617.387 2 4246.45 2 I 295 3 max -.003 1 -.006 1 -.003 1 6.049e-4 5 5963.571 1 NC 1 296 min -.019 2 -.04 2 -.015 2 7.255e-5 1 951.19 2 6700.946 2 297 4 max -.003 1 -.004 1 -.002 1 3.414e-4 5 NC 1 NC 1 298 min -.018 2 -.023 2 -.012 2 -3.7318-5 2 2057.298 2 NC 2 I 299 5 max -.003 1 -.001 1 -.002 1 7.801e-5 5 NC 1 NC 1 300 mit -.018 2 -.009 2 -.01 2 -2.68 .4 2 NC 2 NC 2 301 M35 1 max -.008 1 -.056 1 .019 2 3.385e-3 2 NC 1 NC 2 302 mit -.046 2 -.243 2 .003 1 9.5899-4 1 NC 2 NC 1 I 303 2 max -.008 1 -.055 1 .022 2 3.941e-3 2 NC 1 NC 2 304 min -.046 2 -.236 2 .004 1 1.066e-3 1 7738.413 2 NC 1 305 3 max -.008 1 -.053 1 .025 2 4.496e-3 2 NC 1 5158.484 2 306 min -.046 2 -.223 2 .005 1 1.172e-3 1 8072.279 2 NC 1 I 307 4 max -.008 1 -.051 1 .029 2 5.051e-3 2 NC 1 3320.12 2 308 min -.046 2 -.209 2 .005 1 1.27994 1 NC 2 NC 1 309 5 max -.008 1 -.048 1 .033 2 5.607e-3 2 NC 1 2431.27 2 I 310 min -.046 2 -.195 2 .006 1 1.386e-3 1 NC 2 NC 1 311 M36 1 max .002 4 -.045 5 0 5 -8.196e-4 5 NC 5 NC 5 312 min 0 5 -.239 2 -.007 2 -3.3098-3 2 NC 2 NC 2 313 2 max .002 4 -.042 5 0 5 -9.16e-4 5 NC 5 NC 5 I 314 mit 0 5 -.231 2 -.006 2 -3.8548-3 2 7944.679 2 NC 2 315 3 max .003 2 -.038 5 0 5 -1.012e-3 5 NC 5 NC 5 316 min 0 5 -.219 2 -.006 2 -4.4e-3 2 8295.291 2 NC 2 317 4 max .003 2 -.034 5 0 5 -1.109e-3 5 NC 5 NC 5 I 318. min 0 5 -.205 2 -.005 2 -4.945x-3 2 NC 2 NC 2 319 5 max .003 2 -.03 5 0 5 -1.205e-3 5 NC 5 NC 5 320 min 0 5 -.191 2 -.005 2 -5.49e-3 2 NC 2 NC 2 321 M37 1 max -.003 1 -.041 1 .007 2 -1.246e-4 5 1410.738 1 NC 2 I 322. min -.015 2 -.195 2 .001 1 -1.153e-3 2 348.044 2 NC 1 323 2 max -.003 1 -.034 1 .009 2 -1.527e-4 1 1991.312 1 NC 2 324 mit -.015 2 -.164 2 .002 1 -1.2339-3 2 490.519 2 NC 1 325 3 max -.003 1 -.027 1 .012 2 -1.796e-4 1 3229.758 1 7508.097 2 326 mint -.015 2 -.136 2 .002 1 -1.313e-3 2 797.658 2 NC 1 327 4 max -.003 1 -.021 1 .014 2 -2.065e-4 1 7196.46 1 4972.019 2 328 min -.015 2 -.11 2 .002 1 -1.392e-3 2 1796.794 2 NC 1 329 5 max -.003 1 -.016 1 .016 2 -2.334e-4 1 NC 1 3745.966 2 I 330 mist -.015 2 -.09 2 .003 1 -1.4728.3 2 NC 2 NC1 331 M38 1 max -.003 1 -.016 1 .016 2 -2.443e-4 1 NC 1 NC 2 332 mint -.018 2 -.09 2 .003 1 -1.514e-3 2 NC 2 NC 1 333 2 max -.003 1 -.01 1 .021 2 -2.486e-4 1 NC 1 NC 2 I 334 mit -.016 2 -.069 2 .004 1 -1.5218-3 2 3413.91 2 NC 1 335 3 max -.003 1 -.008 1 .025 2 -2.53e-4 1 9409.795 1 7978.792 2 334 min -.016 2 -.064 2 .004 1 -1.52784 2 2723.025 2 NC 1 337 4 max -.003 1 -.01 1 .03 2 -2.573e-4 1 NC 1 5295.14 2 I 338minNC m -.016 2 -.069 2 .005 1 -1.533e-3 2 3450.39 2 1 339 5 max -.003 1 -.017 1 .034 2 -2.617e-4 1 NC 1 3913.716 2 340 mkt -.016 2 -.091 2 .006 1 -1.548-3 2 NC 2 NC 1 341 M39 1 max -.003 1 -.017 1 .034 2 -2.496e-4 1 NC 1 NC 2 342 min -.017 2 -.091 2 .006 1 -1.497e-3 2 NC 2 NC 1 343. 2 max -.003 1 -.022 1 .037 2 -2.219e-4 1 6453.575 1 NC 2 344 min -.017 2 -.112 2 .007 1 -1.4198-3 2 1756.247 2 NC 1 345 3 max -.003 1 -.029 1 .039 2 -1.942e-4 1 2889.976 1 7491.423 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 51 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z tint LC x Rotate fr... LC (n)Uv Ratio LC (n)L/z Ratio LC I 346 min -.017 2 -.138 2 .007 1 -1.341e-3 2 779.655 2 NC 1 347 4 max -.003 1 -.037 1 .041 2 -1.665e-4 1 1778.411 1 5008.596 2 348 min -.017 2 -.167 2 .007 1 -1.263e-3 2 479.457 2 NC 1 349 5 max -.003 1 -.046 1 .044 2 -1.388e-4 1 1258.006 1 3734.479 2 I 350 min -,017 2 -.198 2 .008 1 -1,186e-3 2 . 340.269 2 NC 1 351 M40 1 max 0 5 -.045 5 .002 2 2.165e-3 2 3221.097 5 NC 2 352 min -.007 2 -.239 2 0 1 4.835e-4 1 435.081 2 NC 1 353 2 max 0 5 -.035 5 .005 2 1.934e-3 2 5588.756 5 NC 2 I 354 _ min -.007 2 -.195 2 0 1 4.069e-4 1 587.737 2 NC 1 355. 3 max 0 5 -.027 5 .009 2 1.703e-3 2 NC 5 9358.312 2 356 min -.007 2 -.151 2 .002 1 3.304e-4 1 904.918 2 NC 1 357 4 max 0 5 -.018 1 .014 2 1.471e-3 2 NC 1 5873.805 2 I 358 min -.007 2 -.106 2 .002 1 2.538e-4 1 2034.865 2 NC 1 359 5 max 0 5 -.011 1 .018 2 1.24e-3 2 NC 1 4340.914 2 360 mm -.007 2 -.07 2 .003 1 1.772e-4 1 NC 2 NC 1 361 M41 1 max 0 5 -.011 1 .018 2 1.224e-3 2 NC 1 NC 2 I 362 min -.007 2 -.07 2 .003 1 1.741e-4 1 NC 2 NC 1 363 2 max 0 5 -.009 1 .02 2 1.223e-3 2 NC 1 NC 2 364 min -.007 2 -.061 2 .004 1 1.745e-4 1 3869.341 2 NC 1 365 3 max 0 5 -.009 1 .022 2 1.223e-3 2 NC 1 9129.616 2 I 366 min -.007 2 -.058 2 .004 1 1.748e-4 1 2946.574 2 NC 1 367 4 max 0 5 -.009 1 .024 2 1.222e-3 2 NC 1 5887.436 2 368 min -.007 2 -.061 2 .004 1 1.752e-4 1 4006.302 2 NC 1 369 5 max 0 5 -.011 1 .027 2 1.221e-3 2 NC 1 4158.676 2 I 370 min -.007 2 -.071 2 .005 1 1.756e-4 1 NC 2 NC 1 371 M42 1 max 0 5 -.011 1 .027 2 1.237e-3 2 NC 1 NC 2 372 min -.007 2 -.071 2 .005 1 1.791e-4 1 NC 2 NC 1 373 2 max 0 5 -.019 1 .032 2 1.479e-3 2 9233.352 1 NC 2 I374 min -.007 2 -.108 2 .006 1 2.688e-4 1 1974.867 2 NC 1 375 3 max 0 5 -.03 1 .038 2 1.72e-3 2 3886.845 1 6748.97 2 376 min -.007 2 -.154 2 .007 1 3.586e-4 1 882.802 2 NC 1 I 377 4 max 0 5 -.043 1 .043 2 1.961e-3in 2 2351.233. 1 4470.761 2 378 min -.007 2 -.198 2 .008 1 4.484e-4 1 574.651 2 NC 1 379 5 max 0 5 -.056 1 .049 2 2.203e-3 2 1636.708 1 3270.046 2 380 min -.007 2 -.243 2 .009 1 5.382e-4 1 425.269 2 NC 1 I 381 M43 1 max -.003 1 -.051 5 .003 2 -1.184e-4 5 1596.224 5 NC 2 382 min -.016 2 -.244 2 0 1 -1.152e-3 2 293.067 2 NC 1 383 2 max -.003 1 -.049 5 .004 2 -1.234e-4 5 2136.953 5 NC 2 384 min -.016 2 -.232 2 0 1 1.171e-3 2 391.301 2 NC 1 I 385 3 max -.003 1 -.047 5 .005 2 -1.2850-4 5 3226.568 5 NC 2 386 min -.016 2 -.219 2 0 1 -1.191e-3 2 588.378 2 NC 1 387 4 max -.003 1 -.044 5 .005 2 -1.335e-4 5 6512.89 5 6821.923 2 388 min -.016 2 -.207 2 0 1 -1.211e-3 2 1180.972 2 NC 1 I 389 390 5 max -.003 1 -.041 1 .006 2 -1.385e-4 5 NC 1 4851.193 2 min -.016 2 -.195 2 .001 1 -1.231e-3 2 NC 2 NC 1 391 M44 1 max 0 5 -.052 5 0 1 2.207e-3 2 1704.898 5 NC 1 392 min -.007 2 -.27 2 0 4 4.86e-4 1 381.885 2 NC 4 I 393 394 2 max 0 5 -.05 5 0 2 2.19e-3 2 2281.153 5 NC 2 min -.007 2 -.262 2 0 1 4.833e-4 1 510.094 2 NC 1 395 3 max 0 5 -.048 5 0 2 2.172e-3 2 3438.512 5 NC 2 396 min -.007 2 -.254 2 0 1 4.807e-4 1 767.133 2 NC 1 397 4 max 0 5 -,046 5 .001 . 2 2.154e-3 2 6920.915 5 NC 2 398 mm -.007 2 -.247 2 0 1 4.781e-4 1 1539.525 2 NC 1 399 5 max 0 5 -.045 5 .001 2 2.136e-3 2 NC 5 7377.44 2 400 min -.007 2 -.239 2 0 1 4.755e-4 1 , NC 2 NC 1 I 401 M45 1 max .016 2 -.06 1 -.009 1 1.184e-3 2 1031.11 1 NC 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 52 I I Company : WESTGATE BAPTIST CHURCH -TIGARD,OR Aug:32 3PM , 2009 I Designer JFB 6 Job Number : 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x fint LC v finl LC z[MI LC x Rotate Fr... LC (n)Uv Ratio LC (n)Liz Ratio LC 402 min .003 1 -.248 2 -.049 2 1.375e-4 1 286.557 2 3175.625 2 I 403 2 max .016 2 -.056 1 -.009 1 1.204e-3 2 1378.324 1 NC 1 404 min .003 1 -.236 2 -.048 2 1.433e-4 1 382.63 2 4324.309 2 405 3 max .016 2 -.053 1 -.008 1 1.224e-3 2 2076.367 1 NC 1 406 min .003 1 -.223 2 -.046 2 1.49e-4 1 575.398 2 6664.165 2 I 407 4 max .016 2 -.049 1 -.008 1 1.244e-3 2 .4178.262 1 NC 1 408 min .003 1 -.21 2 -.045 2 1.548e-4 1 1155.091 2 NC 2 409 5 max .016 2 -.046 1 -.008 1 1.265e-3 2 NC 1 NC 1 410 min .003 1 -.198 2 -.044 2 1.605e-4 1 NC 2 NC 2 I 411 M46 1 max .007 2 -.066 1 -.01 1 -5.451e-4 1 1225.447 1 NC 1 412 met 0 5 -.276 2 -.054 2 -2.249e-3 2 372.044 2 2731.195 2 413 2 max .007 2 -.064 1 -.009 1 -5.411e-4 1 1638.073 1 NC 1 414 mitt 0 5 -.267 2 -.053 2 -2.23e-3 2 496.966 2 3670.621 2 I 415 3 max .007 2 -.061 1 -.009 1 -5.371e-4 1 2466.356 1 NC 1 416 min 0 5 -.259 2 -.051 2 -2.211e-3 2 747.444 2 5568.472 2 417 4 max .007 2 -.059 1 -.009 1 -5.331e-4 1 4957.584 1 NC 1 418 min 0 5 -.251 2 -.05 2 .-2.192e-3 2 1500.181 2 NC 2 I 419 5 max .007 2 -.056 1 -.009 1 -5.291e-4 1 NC 1 NC 1 420 min 0 5 -.243 2 -.049 2 -2.173e-3 2 NC 2 NC 2 421 M47 1 max -.004 1 0 5 .017 2 -2.968e-4 1 NC 5 NC 2 I 422. min -.024 2 -.003 2 .003 1 -2.418e-3 2 NC 2 NC 1 423 2 max -.004 1 .011 2 .019 2 -2.916e-4 1 4819.135 2 NC 2 424 min -.024 2 .003 1 .003 1 -2.421e-3 2 NC 1 NC 1 425 3 max -.004 1 .021 2 .021 2 -2.864e-4 1 3844.555 2 NC 2 I 426 min -.024 2 .006 1 .004 1 -2.423e-3 2 NC 1 NC 1 427 4 max -.004 1 .026 2 .024 2 -2.812e-4 1 5386.048 2 NC 2 428 min -.024 2 .007 1 .004 1 -2.425e-3 2 NC 1 NC 1 429 5 max -.004 1 .028 2 .026 2 -2.76e-4 1 NC 2 NC 2 I 430 min -.024 2 .008 1 .005 1 -2.428e-3 2 NC 1 NC 1 431 M48 1 max -.004 1 .028 2 .026 2 -2.76e-4 1 NC 2 NC 2 432 min -.024 2 .008 1 .005 1 -2.428e-3 2 NC 1 NC 1 433 2 max -.004 1 .026 2 .028 2 -2.868e-4 1 5421.397 2 NC 2 I 434 min -.024 2 .007 1 .005 1 -2.436e-3 2 NC 1 NC 1 435 3 max -.004 1 .021 2 .03 2 -2.975e-4 1 3841.333 2 NC 2 436 min -.024 2 .006 1 .005 1 -2.445e-3 2 NC 1 NC 1 437 4 max -.004 1 .011 2 .032 2 -3.083e-4 1 4792.252 2 NC 2 I 438 min -.024 2 .003 1 .006 1 -2.453e-3 2 NC 1 NC 1 439 5 max -.004 1 0 1 .034 2 -3.19e-4 1 NC 1 NC 2 440 min -.024 2 -.003 2 .006 1 -2.461e-3 2 NC 2 NC 1 441 M49 1 max -.004 1 0 1 .034 2 -3.19e-4 1 NC 1 NC 2 I 442 min -.024 2 -.003 2 .006 1 -2.461e-3 2 NC 2 NC 1 443 2 max -.004 1 -.004 1 .035 2 -3.527e-4 1 6156.006 1 NC 2 444 ntkt -.024 2 -.016 2 .006 1 -2.537e-3 2 1665.244 2 NC 1 445 3 max -.004 1 -.008 1 .037 2 -3.863e-4 1 2846.809 1 7693.075 2 I 446 min -.024 2 -.031 2 .007 1 -2.612e-3 2 768.123 2 NC 1 447 4 max -.004 1 -.012 1 .038 2 -4.2e-4 1 1796.535 1 5100.036 2 448 min. -.024 2 -.047 2 .007 1 -2.888e-3 2 484.468 2 NC 1 449 5 max -.004 1 -.017 1 .039 2 -4.536e-4 1 1300.651 1 3809.905 2 I 450 min -.024 2 -.063 2 .007 1 -2.764e-3 2 351.062 2 NC 1 451 M50 1 max .003 5 0 5 .029 2 5.504e-4 4 NC 5 NC 2 452 min 0 1 -.003 2 .005 1 9.804e-5 5 NC 2 NC 1 453 2 max .003 5 .006 2 .03 2 5.232e-4 4 NC 2 NC 2 I 454 min 0 1 0 1 .005 1 9.964.-5 5 NC 1 NC 1 455 3 max .003 5 .015 2 .031 2 4.959e-4 4 NC 2 NC 2 456 nett 0 1 .002 1 .005 1 1.012.-4 5 NC 1 NC 1 457 4 max .003 5 .023 2 .032 2 4.687e-4 4 NC 2 NC 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 53 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer : JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC In)Uv Ratio LC (n)Uz Ratio LC I 458 min 0 1 .004 1 .006 1 1.029e-4 5 NC 1 NC 1 459 5 max .003 5 .032 2 .032 2 4.414e-4 4 NC 2 NC 2 460 min 0 1 .005 1 .006 1 1.045e-4 5 NC 1 NC 1 461 M51 1 max .026 2 .028 2 .024 2 1.218e-4 5 NC 2 NC 2 I 462 min .005 1 .008 1 .004 1 -5,276e-6, 2 NC 1 NC 1 463 2 max .026 2 .034 2 .025 2 1.376e-4 5 NC 2 NC 2 464 min .005 1 .008 1 .004 1 -7.457e-6 2 NC 1 NC 1 465 3 max .026 2 .04 2 .025 2 1.534e-4 5 NC 2 7713.992 2 I 466 min .005 1 . .009 1 .004 1 -9.638e-6 2 NC 1 NC 1 467 4 max .026 2 .046 2 .026 2 1.692e-4 5 NC 2 5136.246 2 468 min .005 1 .01 1 .005 1 -1.182e-5 2 NC 1 NC 1 469 5 max .026 2 .051 2 .027 2 1.85e-4 5 NC 2 3847.995 2 I 470 min .005 1 .01 1 .005 1 -1.4e-5 2 NC 1 NC 1 471 M52 1 max .041 2 0 1 .003 2 -2.925e-4 5 NC 1 NC 2 472 min .007 1 -.003 2 -.003 5 -5.325e-4 4 NC 2 NC 5 473 2 max .041 2 .006 2 .003 2 -2.648e-4 5 NC 2 NC 2 I 474 mm .007 1 0 1 -.003 5 -5.007e-4 4 NC 1 NC 5 475 3 max .041 2 .015 2 .004 2 -2.37e-4 5 NC 2 7699.354 2 476 min .007 1 .002 1 -.002 5 -4.688e-4 4 NC 1 NC 5 477 4 max .041 2 .024 2 .005 2 -2.092e-4 5 NC 2 5086.828 2 I 478 min .007 1 .004 1 -.002 5 -4.37e-4 4 NC 1 NC 5 479 5 max .041 2 .033 2 .006 2 -1.815e-4 5 NC 2 3777.748 2 480 min .007 1 .006 1 -.001 5 -4.051e-4 4 NC 1 NC 5 . 481 M53 1 max .054 2 -.048 1 -.003 1 -1.211e-3 1 NC 1 NC 1 I482 min .01 1 -.195 2 -.015 2 -4.739e-3 2 NC 2 NC 2 483 2 max .054 2 -.054 1 -.003 1 -1.134e-3 1 NC 1 NC 1 484 min .01 1 -.219 2 -.012 2 -4.315e-3 2 8250.741 2 NC 2 485 3 max .054 2 -.059 1 -.002 1 -1.057e-3 1 NC 1 NC 1 I 486 min .01 1 -.242 2 -.009 2 -3.891e-3 2 5609.2 2 8673.721 2 487 4 max .054 2 -.063 1 -.001 1 -9.796e-4_ 1 , NC 1 NC 1 488. min .01 1 -.26 2 -.007 5 -3.469e-3 4 6944.718 2 NC 5 I 489 5 max .054 2 -.066 1 0 1 -9.02in .4e-4 1 NC 1 NC 1 490 m .01 1 -.276 2 -.005 5 -3.05e-3 4 NC 2 NC 5 491 M54 1 max .051 2 -.066 1 -.003 1 -9.795e-4 1 NC 1 NC 1 492 min .009 1 -.276 2 -.018 2 -3,425e-a 2 NC 2 NC 2 I 493 2 max .051 2 -.067 1 -.003 1 -9.374e-4 1 NC 1 NC 1 494 min .009 1 -.282 2 -.017 2 -3.223e-3 4 3434.6 2 4402.932 2 495 3 max .051 2 -.067 1 -.003 1 -8.952e-4 1 NC 1 NC 1 496 min .009 1 -.281 2 -.016 2 -3.023e-3 4 .2463.857 2 2954.032 2 I 497 4 max .051 2 -.064 1 -.002 1 -8.53e-4 1 NC 1 NC 1 498 min .009 1 -.269 2 -.012 2 -2.823e-3 4 3305.293 2 4191.686 2 499 5 max .051 2 -.06 1 -.002 , 1 -8.1090-4. 1 NC 1 NC 1 500 min .009 1 -.248 2 -.008 5 -2.623e-3 4 NC 2 NC 5 I 501 M55 1 max .045 2 -.06 1 -.004 1 -5.826e-4 1 NC 1 NC 1 502 min .008 1 -.248 2 -.024 2 -1.622e-3 4 NC 2 NC 2 503 2 max .045 2 -.051 1 -.005 1 -5.039e-4 1 NC 1 NC 1 504 min .008 1 -.209 2 -.022 2 -1.279e-3 4 8564.167 2 8805.568 2 I 505 506 3 max .045 2 -.041 1 -.005 1 -4.252e-4 1 NC 1 NC 1 , min .008 1 -.165 2 -.021 2 -9.354e-4 4 7211.768 2 5711.238 2 507 4 max .045 2 -.029 1 -.004 1 -2.757e-4_5 NC 1 NC 1 508 min .008 1 -.114 2 -.016 2 -5.919e-4 4 NC 2 NC 2 I 509 510 5 max .045 _ 2 _ -.017 1 -.002 1 -6,226e-5 5 NC 1 NC 1 mm .008 1 -.063 2 -.011 2 -2.678e-4 1 NC 2 NC 2 511 M56 1 max .036 _ 2 -.017 1 -.005 1 1.555e-3 2 1565.534 1 2180,606 1 512 min . 1 -M13 2 -.029 __ 1.427e-4 1 NC 2 499.382 . 2 I513 2 max .036 2 -.011 1 -.005 1 1.577e-3 2 2197.185 1 2982.531 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 54 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) I Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC (n)Uv Ratio LC in)Liz Ratio LC 514 min .006 1 -.036 2 -.027 2 1.35e-4 1 NC 2 687.839 2 I 515 3 max .036 2 -.005 1 -.005 1 1.599e-3 2 3468.02 1 4515.148 1 516 mit .006 1 -.011 4 -.025 2 1.273e-4 1 8206.421 4 1066.092 2 517 4 max .036 2 .012 2 -.004 1 1.62e-3 2 NC 2 9420.951 1 518 min .006 1 0 1 -.024 2 1.196e-4 1 7399.874 1 2230.305 2 111 519 5 max .036 2 .033 2 -.004 1 1.642e-3 2 NC 2 NC 1 520 min .006 1 .006 1 -.021 2 1.119e-4 1 NC 1 NC 2 521 M57 1 max .027 2 .033 2 -.006 1 2.45e-3 2 NC 2 NC 1 522 min .005 1 .006 1 -.032 2 3.106e-4 1 NC 1 1743.855 2 I 523 2 max .027 2 .042 2 -.006 1 2.444e-3 2 5999.16 2 NC 1 524 min .005 1 .008 1 -.031 2 3.008e-4 1 NC 1 .2889.372 2 525 3 max .027 2 .047 2 -.005 1 2.438e-3 2 5305.645 2 NC 1 526 min .005 1 .009 1 -.03 2 2.906e-4 1 NC 1 4820.629 2 I 527 4 max .027 2 .05 2 -.005 1 2.432e-3 2 8122.186 2 NC 1 528 min .005 1 .01 1 -.028 2 2.805e-4 1 NC 1 NC 2 529 5 max .027 2 .051 2 -.005 1 2.426e-3 2 NC 2 NC 1 t 530 min .005 1 .01 1 -.026 2 2.706e-4 1 NC 1 NC 2 531 M58 1 max .027 2 .051 2 -.005 1 2.426e-3 2 NC 2 NC 1 532 min .005 1 .01 1 -.026 2 2.705e-4 1 NC 1 NC 2 533 2 max .027 2 .051 2 -.004 1 2.419e-3 2 7598.838 2 NC 1 I 534 min .005 1 .01 1 -.024 2 2.747e-4 1 NC 1 NC 2 535 3 max .027 2 .048 2 -.004 1 2.412e-3 2 5028.016 2 NC 1 536 min .005 1 .009 1 -.023 2 2.789e-4 1 NC 1 9988.901 2 537 4 max .027 2 .042 2 -.004 1 2.405e-3 2 5840.574 2 NC 1 I 538 min .005 1 .008 1 -.021 2 2.831e-4 1 NC 1 NC 2 539 5 max .027 2 .032 2 -.003 1 2.398e-3 2 NC 2 NC 1 540 min .005 1 .005 1 -.018 2 2.873e-4 1 NC 1 NC 2 541 M59 1 max .019 2 .032 2 -.005 1 1.59e-3 2 NC 2 NC 1 I 542. min .003 1 .005 1 -.026 2 9.861e-5 1 NC 1 NC 2 543 2 max .019 2 .011 2 -.004 1 1.574e-3 2 NC 2 NC 1 544 min .003 1 0 1 -.025 2 1.07e-4 1 7119.627 1 2856.198 2 545 3 max .019 2 -.003 5 -.004 1 1.557e-3 2 2293.57 5 5819.727 1 I 546 min .003 1 -.012 4 -.023 2 1.153e-4. 1 751.366 4 1364.62 2 547 4 max .019 2 -.009 5 -.004 . 1 1.54e-3 2 4768.813 5 3899.46 1 548 min .003 1 -.036 2 -.021 2 1.236e-4 1 NC 2 891.888 2 549 5 max .019 2 -.016 1 -.003 1 1.524e-3 2 1555.111. 1 2867.287 1 I 550 min .003 1 -.063 2 -.019 2 1.32e-4 1 NC 2 648.114 2 551 M60 1 max .009 2 -.016 1 -.004 1 4.142e-5 5 NC 1 NC 1 552 min .002 1 -.063 2 -.025 2 -2.544e-4 4 NC 2 NC 2 553 2 max .009 2 -.027 1 -.005 1 -5.822e-5 5 NC 1 NC 1 I 554 min .002 1 -.113 2 -.024 2 -5.884-4 4 NC 2 NC 2 555 3 max .009 2 -.038 1 -.005 1 -1.579e-4 5 NC 1 NC 1 556 min .002 1 -.163 2 -.022 2 -9.223e-4 4 7183.081 2 5933.271 2 557 4 max .009 2 -.045 5 -.004 1 -2.575e-4 5 NC 5 NC 1 I 558 min .002 1 -.208 2 -.018 2 -1.256e-3 4 8529.647 2 9183.813 2 559 5 max .009 2 -.051 5 -.002 1 -3.571e-4 5 NC 5 NC 1 590 min .002 1 -244 2 -.013 2 -1.59e-3 4 NC 2 NC 2 561 M61 1 max .004 2 -.051 5 -.003 1 -5.13e-4 5 NC 5 NC 1 I 562 min 0 5 -.244 2 -.015 2 -2.561e-3 4 NC 2 NC 2 563 2 max. .004 2 -.054 5 -.003 1 -5.903e-4 5 NC 5 NC 1 564 min 0 5 -.264 2 -.015 2 -2.746e-3 4 3383.739 2 4308.873 2 565 3 max .004 2 -.055 5 -.002 1 -6.675e-4 5 NC 5 NC 1 I 566 min 0 5 -.275 2 -.013 2 -2.944-3 2 2520.563 2 3082.836 2 567 4 max .004 2 -.054 5 -.001 5 -7.448e-4 5 NC 5 NC 5 568 min 0 5 -.276 2 -.01 2 -3.144-3 2 3502.635 2 4645.626 2 569 5 max .003 2 -.052 5 0 5 -8.22e-4 5 NC 5 NC 5 111 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 55 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC fnl Uv Ratio LCnl Uz Ratio LC I 570 mm 0 5 -.27 2 -.007 2 -3.344e-3 2 NC 2 I NC 2 571 M62 1 max .001 2 -.052 5 0 5 -6.942e-4 5 NC 5 NC 5 572 min 0 5 -.27 2 -.007 2 -2.967e-3 2 NC 2 NC 2 573 2 max .001 2 -.047 5 0 5 -7.64e-4 5 NC 5 NC 5 I 574 min 0 5 -.255 2 -.007 2 -3.385e-3 2 7079.613 2 NC 2 575 3 max .001 2 -.042 5 0 5 -8.338e-4 5 NC 5 NC 5 576 min 0 5 -.237 2 -.006 4 -3.802e-3 2 5762.84 2 7594.368 4 577 4 max .001 2 -.036 5 0 5 -9.036e-4 5 NC 5 NC 5 I 578 min 0 5 -.215 2 -.006 4 -4.22e-3 2 .8560.515 2 NC 4 579 5 max 0 2 -.03 5 0 5 -9.734e-4 5 NC 5 NC 5 580 min 0 5 -.191 2 -.005 2 -4.637e-3 2 NC 2 NC 2 581 M63 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I 582 min 0 1 0 1 0 1 0 1 NC 1 NC 1 583 2 max 0 4 0 1 0 1 -1.039e-5 1 NC 1 NC 1 584 min 0 2 0 1 0 1 -6.013e-5 2 NC 1 NC 1 585. 3 max 0 4 0 1 0 1 -2.078e-5 1 NC 1 NC 1 I 586 min 0 2 0 1 0 1 -1.203e-4 2 NC 1 NC 1 587 4 max 0 4 0 1 0 1 -3.118e-5 1 NC 1 NC 1 588 min 0 2 0 1 0 1 -1.8040-4. 2 NC 1 NC 1 589 5 max 0 4 0 1 0 1 -4.157e-5 1 NC 1 NC 1 I 590 min 0 2 0 1 0 1 -2.405e-4 2 NC 1 NC 1 591 M64 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 592 min 0 1 0 1 0 1 0 1 NC 1 NC 1 593 2 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I594 min 0 2 0 1 0 1 0 1 NC 1 NC 1 595 3 max 0 1 0 1 0 1 0 1 NC 1 NC 1 596 min 0 2 0 1 0 1 0 1 NC 1 NC 1 597 4 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I 598 min 0 2 0 1 0 1 0 1 NC 1 NC 1 599 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 600 min 0 2 0 1 0 1 0 1 NC 1 NC 1 I 601 M65 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 602 min 0 1 0 1 0 1 0 1 NC 1 NC 1 603 2 max 0 1 0 1 0 1 0 1 NC 1 NC 1 604 min 0 2 0 1 0 1 0 1 NC 1 NC 1 I 605 3 max 0 1 0 1 0 1 0 1 NC 1 NC 1 606 min 0 2 0 1 0 1 0 1 NC . 1 NC 1 607 4 max 0 1 0 1 0 1 0 1 NC 1 NC 1 608 min 0 2 0 1 0 1 0 1 NC 1 NC 1 I 609 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 610 min 0 2 0 1 0 1 0 1 NC 1 NC 1 611 M66 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 612 min 0 1 0 1 0 1 0 1 NC 1 NC 1 I 613 2 max 0 4 0 1 0 1 7.639e-5 2 NC 1 NC 1 614 min 0 2 0 1 0 1 1.326e-5 1 NC 1 NC 1 615 3 max 0 4 0 1 0 1 1.528e-4 2 NC 1 NC 1 616 min 0 2_ 0 1 0 1 2.651e-5 1 NC 1 NC 1 I 617. 618 4 max 0 4 0 1 0 1 2.292e-4 2 NC 1 NC 1 min 0 2_ 0 1 0 1 3.977e-5 1 NC 1 NC 1 619 5 max 0 4 0 1 0 1 3.056e-4 2 NC 1 NC 1 620 min 0 2 0 1 0 1 5.302e-5 1 NC 1 NC 1 I 621 M69 1 max 0 1 -.018 5 .105 2 -4.887e-5 1 NC 5 NC 2 622 min 0 1 -.077 4 .018 1 -2.633e-4 2 NC 4 NC 1 623 2 max 0 5 -.011 5 .083 2 -4.887e-5 1 NC 5 NC 2 624 min 0 2 -.052_ , 4 .014 1 -2.633e-4 2 NC 4 NC 1 I625 3 max 0 5 -.005 5 .061 2 -4.887e-5 1 NC 5 NC 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 56 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR A:32 ug 3PM, 2009 I Designer JFB 6 Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC (n)Uv Ratio LC fn)Liz Ratio LC 626 min -.002 2 -.027 4 .01 1 -2.633e-4 2 NC 4 NC 1 I 627 4 max 0 5 .001 5 .039 2 -4.887e-5 1 NC 5 NC 2 628 mkt -.002 2 -.002 4 .007 1 -2.633e-4 2 NC 4 NC 1 629 5 max 0 5 .024 2 .017 2 -4.887e-5 1 NC 2 NC 2 630 min -.003 2 .004 1 .003 1 -2.633e-4 2 NC 1 NC 1 I 631 M70 1 max 0 1 .126 2 .123 2 -4.567e-5 1 NC 2 NC 2 632 min 0 1 .032 1 .021 1 -2.558e-4 2 NC 1 NC 1 633 2 max 0 1 .101 2 .101 2 -4.567e-5 1 NC 2 NC 2 634. min 0 2 .025 1 .018 1 -2.558e-4 2 NC 1 NC 1 I 635 3 max 0 1 .075 2 .078 2 -4.567e-5 1 NC 2 NC 2 636 min -.002 2 .018 1 .014 1 -2.558e-4 2 NC 1 NC 1 637 4 max 0 1 .05 2 .056 2 -4.567e-5 1 NC 2 NC 2 638 mit -.002 2 .011 1 .01 1 -2.558et-4 2 NC 1 NC 1 I 639 5 max 0 1 .024 2 .034 2 -4.567e-5 1 NC 2 NC 2 640 min -.003 2 .004 1 .006 1 -2.558e-4. 2 NC 1 NC 1 641 M69A 1 max -.009 5 .066 4 -.018 1 1.203e-3 2 270.189 4 NC 1 I 642 min -.041 4 .015 5 -.105 2 1.779e-4 1 968.064 5 NC 2 643 2 max -.009 5 .036 4 -.014 1 1.203e-3 2 360.665 4 NC 1 644 min -.041 4 .007 5 -.082 2 1.779e-4 1 1296,082, 5 NC 2 645 3 max -.009 5 .007 4 -.01 1 1.203e-3 2 541.686 4 NC 1 I 646 min -.041 4 0 5 -.059 2 1.779e-4 1 1953.037 5 NC 2 647. 4 max -.009 5 -.005 1 -.006 1 1.203e-3 2 4834.041 1 NC 1 648 min -.041 4 -.024 2 -,035 2 1.779e-4 1 1063.221 2 NC 2 649 5 max -.009 5 -.012 1 -.002 1 1.203e-3 2 NC 1 NC 1 I 650 mit -.041 4 -.053 2 -.011 2 1.179e-4 1 NC 2 NC 2 651 M70A 1 max -.013 1 .082 2 .067 4 -1.356e-4 5 683.862 2 331.776 4 652 min -.076 2 .014 1 .014 5 -1.323e-3 2 NC 1 . 1242.167 5 653 2 max -.013 1 .049 2 .046 4 -1.356e-4 5 917.135 2 445.864 4 I 654 mit -.076 2 .008 1 .009 5 -1.323*-3 2 NC 1 1706.32 5 655 3 max -.013 1 .015 2 .025 4 -1.356e-4 5 1384.63 2 674,69 4 656 min -.076 2 .002 1 .004 5 -1.323e-3 2 NC 1 2648.008 5 657 4 max -.013 1 -.004 1 .004 4 -1.356e-4 5 NC 1 1359.076. 4 658 min -.076 2 -.018 2 0 5 -1.323e-3 2 2783.883 2 5448.577 5 659 5 max -.013 1 -.009 1 -.003 1 -1.356e-4 5 NC 1 NC 1 660 min -.076 2 -.05 2 -.017 2 -1.323e-3 2 NC 2 NC 2 661 M71 1 max -.016 1 .099 2 -.029 1 9.811e-4 4 275.984 2 NC 1 662 min -.091 2 .018 1 -.114 2 3.007e-4 1 1311.208 1 NC 2 663 2 max -.016 1 .065 2 -.023 1 9.811e-4 4 368.842 2 NC 1 664 mkt -.091 2 .011 1 -.089 2 3.007e-4 1 1767.935 1 NC 2 665 3 max -.016 1 .031 2 -.017 1 9.811e-4 4 554.701 2 NC 1 I 666 mkt -.091 2 .005 1 -.064 2 3.007e-4 1 2685.275 1 NC 2 667 4 max -.016 1 -.001 1 -.01 1 9.811e-4 4 5425.823 1 NC 1 668 mit -.091 2 -.008 5 -.038 2 3.007e-4 1 1481.199 5 NC 2 669 5 max -.016 1 -.007 1 -.002 5 9.811e-4_ 4 NC 1 NC 5 I 670 II* -.091 2 -.035 2 -.012 2 3.007e-4 1 NC 2 NC 2 671 M72 1 max -.017 1 .107 2 .123 2 -2.795e-4 1 NC 2 296.772 2 672 min. -.066 2 .027 1 .021 1 -1.679ee-3 2 2040.249 1 1361.038 1 673 2 max -.017 1 .077 2 .102 2 -2.795e-4 1 NC 2 397.092 2 I 674 min -.066 2 .019 1 .018 1 -1.6799e-3. 2 2744.115 1 1844.44 1 675 3 max -.017 1 .047 2 .081 2 -2.795e-4 1 NC 2 597.968 2 676 min -.066 2 .01 1 .014 1 -4.679*-3 2 4156.334 1 2817.666 1 677 4 max -.017 1 .017 2 .06 2 -2.795e-4 1 NC 2 1199.736 2 678 min -.066 2 .002 1 .01 1 -1.6711*-3 2 8378.849 1 5720.711 1 679 5 max -.017 1 -.005 1 .039 2 -2.795e-4 1 NC 1 NC 2 880 mint -.066 2 -.017 5 .007 1 -1.679e-3 2 NC 5 NC 1 681 M73 1 max 0 1 0 4 .017 2 -2.006e-5 1 NC 4 NC 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 57 ' Company : WESTGATE BAPTIST CHURCH-TIGARD, OR Au 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate Fr... LC In)Uv Ratio LC (n)Liz Ratio LC U 682 min -.001 2 -.001 5 .003 1 -1.138e-4 2 NC 5 NC 1 683 2 max 0 1 0 4 .018 2 -1.963e-5 1 NC 4 NC 2 684 min -.001 2 -.002 5 .003 1 -1.113e-4 2 NC 5 NC 1 685 3 max 0 1 0 4 .018 2 -1.92e-5 1 NC 4 NC 2 I 686 min -.001 2 -.002 5 .003 1 -1.089e-4 2 NC 5 NC 1 687 4 max 0 1 0 4 .019 2 -1.877e-5 1 NC 4 NC 2 688 min -.001 2 -.002 5 .003 1 -1.065e-4 2 NC 5 . NC 1 689 5 max 0 1 0 4 .019 2 -1.834e-5 1 NC 4 NC 2 I 690 min -.001 2 -.002 5 .003 1 -1.04e-4 2 NC 5 NC 1 691 M75 1 max 0 5 0 1 0 1 -7.678e-5 1 NC 1 NC 1 692 min 0 2 0 2 -.002 2 -4.217e-4 2 NC 2 NC 2 693 2 max 0 5 -.004 5 0 1 -2.046e-4 1 NC 5 NC 1 I 694 min -.002 2 -.015 2 -.003 2 -1,047e-3 2 NC 2 NC 2 695 3 max 0 5 -.005 5 0 1 -3.324e-4 1 NC 5 NC 1 696 min -.004 2 -.028 2 -.004 2 -1.672e-3 2 NC 2 NC 2 697 4 max 0 5 -.004 5 0 1 -4.602e-4 1 NC 5 NC 1 I 698 min -.007 2 -.038 2 -.004 2 -2.298e-3 2 NC 2 NC 2 699 5 max -.001 5 -.002 5 0 1 -5.88e-4 1 NC 5 NC 1 700 min -.009 2 -.047 2 -.005 2 -2.923e-3 2 NC 2 NC 2 701 M76 1 max .002 2 0 1 0 5 -3.937e-5 1 NC 1 NC 5 I 702 min 0 1 0 2 -.001 2 -2.136e-4 2 NC 2 NC 2 703 2 max 0 5 -.007 1 0 4 4.011e-4 4 NC 1 NC 4 704 min 0 4 -.027 2 0 5 -3.799e-6 5 NC 2 NC 5 705 3 max 0 5 -.012 1 .002 2 9.851e-4 4 NC 1 NC 2 I 706 min -.002 4 -.051 2 0 5 5.703e-5 5 NC 2 NC 5 707 4 max 0 5 -.015 1 .004 2 1.569e-3 4 NC 1 NC 2 708 min -.004 4 -.073 2 0 5 1.179e-4 5 NC 2 NC 5 709 5 max 0 5 -.016 1 .006 2 2.163e-3 2 NC 1 NC 2 I 710 min -.006 4 -.092 2 0 5 1.787e-4 5 NC 2 NC 5 711 M77 1 max .002 2 0 1 .001 2 2.004e-4 2 NC 1 NC 2 712 min 0 1 0 2 0 1 3.605e-5 1 NC 2 NC 1 I 713 2 max 0 1 -.007 1 .009 2 -1.166e-4 1 NC 1 NC 2in 714 min -.001 5 -.027 2 .002 1 -4.611e-4_ 4 NC 2 NC 1 715 3 max 0 1 -.013 1 .016 2 -2.693e-4 1 NC 1 NC 2 716 min -.003 5 -.051 2 .003 1 -1.093e-3. 4 NC 2 NC 1 I 717 4 max 0 1 -.016 1 .023 2 -4.22e-4 1 NC 1 NC 2in 718 min -.005 5 -.073 2 .004 1 -1.725e-3 2 NC 2 NC 1 719 5 max -.001 1 -.017 1 .031 2 -5.747e-4 1 NC 1 NC 2 720. min -.006 5 -.093 2 .005 1 -2.367e-3 2 NC 2 NC 1 I 721 M78 1 max 0 1 0 5 .002 2 4,063e-4 2 NC 5 NC 2 722 min 0 5 0 2 0 1 7.407e-5 1 NC 2 NC 1 723 2 max 0 1 -.006 1 .012 2 1.002e-3 2 NC 1 NC 2 724 min -.002 5 -.015 2 .002 1 2.08e-4 1 NC 2 NC 1 I 725 726 3 max -.001 1 -.01 1 .021 2 1.598e-3 2 NC 1 NC 2 min -.004 2 -.028 2 .004 1 3.419e-4 1 NC 2 NC 1 727 4 max -.002 1 -.011 1 .031 2 2.194e-3 2 NC 1 NC 2 728 min -.007 2 -.039 2 .005 1 4.7590-4 1 NC 2 NC 1 I 729 5 max -.002 1 -.011 1 .04 2 2.79e-3 2 NC 1 NC 2 730 min -.009 2 -.048 2 .007 1 6.098e-4. 1 NC 2 NC 1 731 M79 1 max -.002 1 _ -.002 1 .009 2 3.783e-4 5 4819 659 1 NC 2 732 min -.014 2 -.014 2 .002 1 4.641e-5 1 773.835 2 NC 1 I 733 734 2 max -.002 1 -.002 1 .009 2 3.705e-4 5 6913.34 1 NC 2 min -.014 2 -.012 2 .002 1 5.542e-5 1 1117.783 2 NC 1 735 3 max -.002 1 -.002 1 .009 2 4.05e-4 2 NC 1 NC 2 736 min -.014 2 , -.009 _ 2 .002 1 6.443e-5 1 1849.665 2 NC 1 I737 4 max -.002 1 -.001 1 .009 2 4.467e-4 2 NC 1 NC 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 58 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:32 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x tint LC v tint LC z tint LC x Rotate fr... LC (n)Uv Ratio LC (n)Liz Ratio LC 738 min -.014 2 -.008 2 .002 1 7.344e-5 1 4177.188 2 NC 1 I 739 5 max -.002 1 -.001 1 .009 2 4.884e-4 2 NC 1 NC 2 740 min -.014 2 -.006 2 .002 1 8.245e-5 1 NC 2 NC 1 741 M80 1 max -.002 1 -.002 1 -.002 1 1.018e-4 5 4685.486 1 NC 1 742 min -.014 2 -.014 2 -.01 2 -1.799e-4 2 768.741 2 3502.948 2 I 743 2 max -.002 1 -.002 1 -.002 1 4.443e-5 5 6740.673 1 NC 1 744 min -.014 2 -.012 2 -.01 2 -2.377e-4 2 1110.98 2 4762.918 2 745 3 max -.002 1 -.002 1 -.002 1 -1.291e-5 5 NC 1 NC 1 746 min -.014 2 -.009 2 -.009 2 -2,956e-4 2 1839.705, 2 7303.358 2 I 747 4 max -.002 1 -.001 1 -.002 1 -5.55e-5 1 NC 1 NC 1 748 min -.014 2 -.008 2 -.009 2 -3.534e-4 2 4158.894 2 NC 2 749 5 max -.002 1 -.001 1 -.001 1 -6.81e-5 1 NC 1 NC 1 750 min -.014 2 -.006 2 -.009 2 -4.113e-4 2 NC 2 NC 2 I 751 M81 1 max .001 5 0 5 .018 2 1.116e-3 2 NC 5 4842.99 2 752 min 0 4 -.002 2 .003 1 1.959e-4 1 NC 2 NC 1 753 2 max .001 5 0 5 .018 2 1.071e-3 2 NC 5 6526.45 2 754 min 0 4 -.002 2 , .003 1 1.862e-4 1 NC 2 NC 1 t 755 3 max .001 5 0 5 .018 2 1.026e-3 2 NC 5 9891.913 2 756 min 0 4 -.001 2 .003 1 1.765e-4 1 NC 2 NC 1 757 4 max .002 5 0 5 .017 2 9.812e-4 2 NC 5 NC 2 758 min 0 1 -.001 2 .003 1 1.667e-4 1 NC 2 NC 1 759 5 max .002 5 0 5 .017 2 9,363e-4 2 NC 5 NC 2 760 mit 0 1 -.001 2 .003 1 1.57e-4 1 NC 2 NC 1 761 M82 1 max 0 2 0 1 -.004 1 -1.821e-4 1 NC 1 NC 1 I 782 min -.002 5 -.002 5 -.02 2 -1.016e-3 2 4710.584 5 2204.459 2 763 2 max 0 2 0 1 -.003 1 -1.726e-4 1 NC 1 NC 1 764 min -.002 5 -.002 5 -.019 2 -9.778e-4 2 6686.234 5 3005.01 2 765 3 max 0 2 0 1 -.003 1 -1.631e-4 1 NC 1 NC 1 766 min -.001 5 -.001 5 -.018 2 -9.395e-4 2 NC 5 4611.245 2 767 4 max 0 2 0 1 -.003 1 -1.536e-4 1 NC 1 NC 1 768 min -.001 5 -.001 2 -.018 2 -9.013e-4 2 NC 2 9441.028 2 769 5 max 0 2 0 1 -.003 1 -1.441e-4 1 NC 1 NC 1 I 770 min -.001 5 -.001 2 -.017 2 -8.631e-4 2 NC 2 NC 2 771 M78A 1 max -.001 1 -.002 1 0 1 -2.449e-6 1 NC 1 NC 1 772 min -.006 2 -.013 2 0 1 -1.309e-5 2 3839.448 2 NC 1 773 2 max 0 1 0 1 0 1 -2.126e-6 1 NC 1 NC 1 I 774 min -.005 2 -.006 4 0 2 -1.137e-5 2 8088.586 4 NC 2 775 3 max 0 1 .003 2 0 1 -1.804e-6 1 NC 2 NC 1 776 min -.003 2 -.004 4 0 2 -9.654e-6 2 NC 4 NC 2 777 4 max 0 1 .003 2 0 1 -1.482e-6 1 NC 2 NC 1 I 778 ,min -.002 2 -.002 4 0 2 -7.937e-6 2 NC 4 NC 2 779 5 max 0 1 0 1 0 1 -1.16e-6 1 NC 1 NC 1 780 min 0 1 0 1 0 1 -6.219e-6 2 NC 1 NC 1 Hot Rolled Steel Design Parameters I Label Shape Length... Lbyv[ft] Lbzz[ft] Lcomp to..,Lcomp bo... Kvy Kzz Cm-yy Cm-zz Cb y swayz sway Function 1 M1 T1 3 Lateral 2 M3 P1 .5 Lateral 3 M4 P1 1.66 Lateral 4 M5 P1 .5 Lateral I 5 M6 T2 9.5 Lateral 6 M7 T2 9.5 Lateral 7 M11 WF3 9.5 Lateral 8 M12 WF3 9.5 Lateral I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 59 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IHot Rolled Steel Design Parameters (Continued) Label Shape Length... Lbwf t] Lbzz[ft] Lcomp to...Lcomp bo... Kyy Kzz Cm-vy Cm-zz Cb y swayz sway Function I 9 M10 T1 10 Latera 10 M11A Ti 10 Latera 11 M12A Ti 10 Latera 12 M13 T1 10 Latera I 13 M14 T1 10 Latera 14 M15 T1 10 Latera 15 M16 Ti 10 Latera 16 M17 T1 2.83 Lateral. I 17 M18 T1 5.5 Latera 18 M19A T1 3 Latera 19 M20 T1 3.08 Latera 20 M22 T1 3 Latera I 21 M23 T1 3.08 Latera 22 M25 Ti 3 Latera 23 M26 T1 5.5 Latera 24 M28 T1 3.08 Latera I 25 M29 T1 1.75 Latera 26 M30 Ti 3.08 Latera , 27 M31 T1 3.08 Latera 28 M32 T1 3.08 Latera I 29 M33 T1 2.42 Latera 30 M34 T1 2.42 Latera 31 M35 T1 2.84 Latera 32 M36 T1 2.84 Latera I 33 M37 T1 3.041 Latera 34 M38 T1 6 Latera 35 M39 T1 3.041 Latera 36 M40 T1 6.12 Lateral I37 M41 T1 2.92 Latera 38 M42 Ti 6.12 Lateral 39 M43 T1 1.2 Latera 40 M44 Ti1 Lateral I41 M45 T1 1.2 Latera 42 M46 T1 1 Lateral 43 M47 T1 2.75 Latera I 44 M48 Ti 2.75 Latera 45 M49 T1 1.75 Latera 46 M50 T1 .944 Latera 47 M51 T1 .8 Latera I 48 M52 T1 .944 Latera 49 M53 L1 2.495 Latera 50 M54 L1 2.985 Lateral 51 M55 L1 3.824 Latera I 52 M56 L1 2.388 Latera 53 M57 L1 2.25 Latera 54 M58 Li 2.25 Latera 55 M59 L1 2.388 Latera I 56 M60 L1 3.824 Latera 57 M61 L1 2.985 Latera 58 M62 Li 2.495 Lateral 59 M63 T1 2.83 Latera I 60 M64 T1 2.83Lateral, 61 M65 T1 2.83 Latera 62 M66 Ti 2.83 Lateral 63 M69 L1 2.83 Latera I64 M70 L1 2.83 _ Lateral RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 60 Company WESTGATE BAPTIST CHURCH -TIGARD, OR A:u32 3P2 009 Designer 01208 RETRACTABLE PLATFORM Checked By: Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lbyv[ft] Lbzz[ft] Lcomp to...Lcomp bo... Kvy Kzz Cm-vy Cm-u Cb y swayz sway Function 65 M69A L1 3.327 Lateral 66 M70A LI 3,85 Lateral 67 M71 L1 3.85 Lateral 68 M72 L1 3,327 Lateral 69 M73 P1 .17 Lateral 70 M75 BR1 6.273 Lateral 71 M76 BRI 6.273 Lateral 72 M77 BR1 6.273 Lateral 73 M78 BRI 6.273 Lateral 74 M79 T1 .528 Lam, 75 M80 T1 .528 Lateral_ 76 M81 T1 .528 Lateral 77 M82 T1 .528 Lateral 78 M78A TI 4.124 Lateral Envelope AISC 13th ASD Steel Code Checks I Member Shape Code C...Loc[ftl LC Shear... Loc[ft] Dir LC Pnc/om[k] Pnt/om[k] Mnyy/om...Mnzz/om...Cb Eqn 1 M1 HSS4X4X4 .257 3 2 .109 3 v 2 81.758 84.618 9.817 9.817 2.••. H1-lb 2 M3 PIPE.J.OX .203 .5 2 .181 0 4 169.802 169.868 28.024 28.024 1.,., H1-lb 3 M4 PIPE 6.0X .178 0 2 .057 0 4 169.14 169.868 28.024 28.024 1•••- H1-1b 4 M5 PIPE.J,OX .169 0 2 .180 0 4 169.802 169.868 28.024 28.024 1.... H1-lb 5 M6 HSS6X4X6 .362 9.5 2 .095 9.5 z 2 111.602 155.306 18.728 24.871 2.••• H1-lb 6 M7 HSS6X4X6 .374 0 2 .094 0 z 2 111.602 155.306 18.728 24.871 2•... H1-lb 7 M11 W8X10 .511 4.156 2 .102 0 v 2 24.172 88.623 4.071 13.184 1...• H1-lb 8 M12 W8X10 .509 5.344 2 .102 9.5 y 2 24.172 88.623 4.071 13.198 1... HI-lb 9 M10 HSS4X4X4 .327 10 2 .065 10 z 2 57.747 84.618 9.817 9.817 2.... H1-lb 10 M11A HSS4X4X4 .414 5 2 .068 0 y 2 57.747 84.618 9.817 9.817 1•••, HI-lb 11 M12A HSS4X4X4 .340 5 2 .065 0 v 2 57.747 84.618 9.817 9.817 1.••. H1-1b 12 M13 HSS4X4X4 .414 5 2 .063 0 y 2 57.747 84.618 9.817 9.817 1.••• H1-lb 13 M14 HSS4X4X4 .414 5 2 .068 0 v 2 57.747 84.618 9.817 9.817 1.••• H1-lb 14 M15 HSS4X4X4 .340 5 2 .065 10 y 2 57.747 84.618 9.817 9.817 1.••• Hi-lb 15 M16 HSS4X4X4 .414 5 2 .063 10 v 2 57.747 84.618 9.817 9.817 1.••• H1-lb 16 M17 HSS4X4X4 .243 2.83 2 .024 0 y 2 82.068 84.618 9.817 9.817 1.••. H1-lb 17 M18 HSS4X4X4 .298 0 2 .087 0 v 2 75.382 84.618 9.817 9.817 2.••• H1-1b 18 M19A HSS4X4X4 .063 3 2 .104 0 y 2 81.758 84.618 9.817 9.817 1.••• H1-1b 19 M20 HSS4X4X4 .178 3.08 2 .104 0 v 2 81.606 84.618 9.817 9.817 1.••• HI-lb 20 M22 HSS4X4X4 .061 3 2 .104 0 y 2 81.758 84.618 9.817 9.817 1.••. H1-lb 21 M23 HSS4X4X4 .183 3.08 2 .104 0 v 2 81.606 84.618 9.817 9.817 1.••• Hi-lb 22 M25 HSS4X4X4 .262 3 2 .110 3 y 2 81.758 84.618 9.817 9.817 2.•., HI-lb 23 M26 HSS4X4X4 .304 0 2 .089 0 v 4 75.382 84.618 9.817 9.817 2.••• H1-1b 24 M28 HSS4X4X4 .132 3.08 2 .072 0 y 2 81.608 84.618 9.817 9.817 1..., HI-lb 25 M29 HSS4X4X4 .207 1.75 2 .085 1.75 v 2 83.634 84.618 9.817 9.817 1.... H1-1b 26 M30 HSS4X4X4 .134 3.08 2 .075 0 y 2 81.608 84.618 9.817 9.817 1•.., H1-ib 27 M31 HSS4X4X4 .209 3.08 2 .064 0 v 2 81.606 84.618 9.817 9.817 1.... H1-1b 28 M32 HSS4X4X4 .211 3.08 2 .064 _ 0 y 4 81.606 84.618 9.817 9.817 1..., H1-lb 29 M33 HSS4X4X4 .215 2.42 2 .115 2.42 v 2 82.746 84.618 9.817 9.817 2.... H1-1b 30 M34 HSS4X4X4 .229 2.42 2 .118 2.42 y 5 82.746 84.618 9.817 9.817 2.••. H1-lb 31 M35 HSS4X4X4 .188 0 2 .158 2.84 v 2 82.05 84.618 9.817 9.817 2.... H1-1b 32 M36 HSS4X4X4 .193 0 2 .155 2.84 y 2 82.05 84.618 9.817 9.817 2•••• 111-ib 33 M37 HSS4X4X4 .177 3.041 4 .048 3.041 v 2 81.681 84.618 9,817 9.817 1.••• H1-lb 34 M38 HSS4X4X4 .176 6 4 .053 6 y 5 73.744 84.618 9.817 9.817 1..•, H1-113 35 M39 HSS4X4X4 .180 0 4 .048 0 v 2 81.681 84.618 9,817 9.817 1.••. H1-lb 36 M40 HSS4X4X4 .166 6.12 4 .057 6.12 y 2 73.334 84.618 9.817 9.817 3•••, HI-ib 37 M41 HSS4X4X4 .191 2.92 2 .013 0 y 2 81.906 84.618 9.817 9.817 1.••• H1-lb RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 61 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 Designer JFB 6:32 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope AISC 13th ASD Steel Code Checks (Continued) Member Shape Code C...Locfftl LC Shear... Locfftl Dir LC Pnc/om fkt Pnt/om fkl Mnw/om...Mnzz/om...Cb Eon I 38 M42 HSS4X4X4 .167 _ 0 4 .060 0 y 4 73.334 84.618 9.817 9.817 3.•• H1-1b 39 M43 HSS4X4X4 .037 1.2 2 .020 1.2 v 4 84.154 84.618 9.817 9.817 2... Hl-lb 40 M44 HSS4X4X4 .027 . 1 4 .017 1 y 2 84.295 84.618 9.817 9.817 1.•• Hl-lb 41 M45 HSS4X4X4 .034 1.2 4 .019 1.2 v 2 84.154 84.618 9.817 9.817 2••• H1-1b I 42 M46 HSS4X4X4 .026 1 2 .019 1 y 4 84.295 84.618 9.817 9.817 1••. HI-lb 43 M47 HSS4X4X4 .184 0 2 .026 2.75 v 5 82.208 84.618 9.817 9.817 1... H1-1b 44 M48 HSS4X4X4 .185 2.75 2 .051 2.75 y 5 82.208 84.618 9.817 9.817 1.•• HI-lb 45 M49 HSS4X4X4 .209 0 2 .086 0 v 5 83.634 84.618 9.817 9.817 1.•• H1-1b I 46 M50 HSS4X4X4 .030 0 2 .028 0 y 2 84.331 84.618 9.817 9.817 1.... HI-lb 47 M51 HSS4X4X4 .004 0 5 .012 .8 v 5 84.411 84.618 9.817 9.817 1.•• H1-1b 48 M52 HSS4X4X4. .030 , 0 2. .033 0 y 2 84.331 84.618 9.817 9.817 1... H1-1b 49 M53 L2.5X2X3 .020 0 4 .012 0 v 2 16 24.222 -Code ch.. I 50 M54 L2.5X2X3 .018 0 4 .022 0 y 2 13.874 24.222 -Code ch- 51 M55 L2.5X2X3 .021 0 4 .015 3.824 v 2 10.245 24.222 -Code ch.. 52 M56 L2.5X2X3 .002 0 5 .005 2.388 y 2 16.45 24.222 -Code ch.. 53 M57 L2.5X2X3 .003 0 2 .020 0 v 2 17.018 24.222 -Code ch.. I 54 M58 L2.5X2X3 .003 0 2 .021 2.25 y 2 17.018 24.222 Code ch.. 55 M59 L2.5X2X3 .003 0 5 .009 0 v 2 16.45 24.222 -Code ch.. 56 M60 L2.5X2X3 .026 0 2 .014 0 y 2 10.245 24.222 -Code ch.. 57 M61 L2.5X2X3 .025 0 2 .020 2.985 v 2 13.874 24.222 -Code ch.. I 58 M62 L2.5X2X3 .026 0 2 .014 2.495 y 4 16 24.222 -Code ch.. 59 M63 HSS4X4X4 .013 0 2 .012 0 v 2 82.068 84.618 9.817 9.817 1 Hl-lb 60 M64 HSS4X4X4 .017 0 2 .000 0 y 1 82.068 84.618 9.817 9.817 1 H 1-lb 61 M65 HSS4X4X4 .017 . 0 2 .000 0 v 1 82.068 84.618 9.817 9.817 1 H1-1 b I 62 M66 HSS4X4X4 .013 0 2 .016 0 y 2 82.068 84.618 9.817 9.817 1 H1-1 b 63 M69 L2.5X2X3 .153 0 2 .000 0 v 1 14.554 . 24.222 -Code ch.. 64 M70 L2.5X2X3 .154 0 2 .000 0 y 1 14.554 24.222 -Code ch.. 65 M69A L2.5X2X3 .001 3.327 2 .000 3.327 v 4 12.371 24.222 -Code ch.. I 66 M70A L2.5X2X3 .001 3.85 2 .000 3.85 y 4 10.138 24.222 -Code ch.. 67 M71 L2.5X2X3 .001 3.85 2 .000 3.85 v 2 10.138 24.222 -Code ch.. 68 M72 L2.5X2X3 .001 3.327 2 .000 0 y 4 12.371 24.222 -Code ch.. 69 M73 PIPE 6.0X .220 0 2 .180 0 4 169.861 169.868 28.024 28.024 1.•• H1-1b I 70 M75 LL3X2X4X3. .254 3.071 2 .007 0 y 2 32.138 51.305 2.483 3.108 1.•• HI-la 71 M76 LL3X2X4X3 .214 3.071 4 .007 6.273 v 2 32.138 51.305 2.483 3.108 1.• H1-1a 72 M77 LL3X2X4X3 .217 3.071 4 .007 6.273 y 2 32.138 . 51.305 2.483 3.108 1.•• HI-la I 73 M78 LL3X2X4X3 .255 3.071 2 .007 6.273 v 4 32.138 51.305 2.483 3.108 1.•• H1-1a 74 M79 HSS4X4X4 .401 .528 4 .189 .528 y 4 84.528 84.618 9.817 9.817 1.•• HI-lb 75 M80 HSS4X4X4 .399 .528 4 .208 .528 v 4 84.528 84.618 9.817 9.817 1.- H1-1 b 76 M81 HSS4X4X4 .137 .528 4 .141 .528 y 2 84.528 84.618 9.817 9.817 2.•• H1-1b 77 M82 HSS4X4X4 .161 .528 2 .138 .528 y 4 84.528 84.618 9.817 9.817 2... H1-1b 78 M78A HSS4X4X4 .197 0 2 .014 0 y 2 79.294 84.618 9.817 9.817 1.•• HI-lb II Material Takeoff Material Size Pieces Length[ft] Weight[K] 1 Hot Rolled Steel 2 A36 Gr.36 PIPE_6.0X 4 2.8 0 I 3 A36 Gr.36 LL3X2X4X3 4 25.1 .2 4 A500 Gr.42 HSS4X4X4 50 185.7 2.1 5 A500 Gr.42 HSS6X4X6 2 19 .4 6 A992 L2.5X2X3 16 47.9 .1 I 7 A992 W8X10 2 19 .2 8 Total HR Steel 78 299.5 3.1 IRISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7).r3d] Page 62 11111 11111 11111 NM INN MINI 11111 111111 IIIIII IIIIIII 1111111 IIIIII =I 1.1111 on in E. ggi um Y / /0 Z x •zr 104' ''; '••7 kl<\3 ,'4A \. 4,14V4 , :, 4' X10 8 M7 . Moo A AM3) M ..,.• . ‘e4 M___. 1,1_, 44,.,.�. i , , inin i: NO.., 8,1 -.100 :6:411 , •ip . ,. Avg, .., --...„ ,,. i . • ,v, 41110 ,:. ,.. p ,, ''' N14 *60 51 '1'Z; ,c.p. 44 / cciD 42 M 0 29 41 _, '8 52 Loads:ELX-Earthquake Load X Solution:Envelope WESTGATE BAPTIST CHURCH - ... RETRACTABLE PLATFORM JFB Aug 3, 2009 at 6:23 PM 09808 without supports at front platform(V7)withoutsupports.r3d I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:22 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: I Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ft] Temp[F] Detach From Diap... I 1 N1 0 2.33 0 0 2 N2 9 2.33 0 0 3 N4 9 0 0 0 4 N5 9 .5 0 0 I 5 N6 9 2.83 0 0 6 N7 -.5 2.83 0 0 7 N9 18.5 2.83 0 0 8 N10 9 0 -10 0 I 9 N12 9 2.83 -10 0 10 N13 -.5 2.83 -10 0 11 N14 18.5 2.83 -10 0 12 N13A 6.334 2.83 0 0 I 13 N14A 6.334 2.83 -10 0 14 N15 3.668 2.83 0 0 15 N16 3.668 2.83 -10 0 I 16 N17 1.002 2.83 0 0 17 N18 1.002 2.83 -10 0 18 N19 11.666 2.83 0 0 19 N20 11.666 2.83 -10 0 I 20 N21 14.332 2.83 0 0 21 N22 14.332 2.83 -10 0 22 N23 16.998 2.83 0 0 23 N24 16.998 2.83 -10 0 I 24 N25 3 2.33 0 0 25 N25A 4.5 2.33 7.794229 0 26 N28 6 2.33 5.196152 0 27 N29 13.5 2.33 7.794229 0 I 28 N32 12 2.33 5.196152 0 29 N33 18 2.33 -0. 0 30 N36 15 2.33 -0. 0 31 N31 15.04 2.33 5.12687 0 I 32 N32A 2.96 2.33 5.12687 0 33 N33A 7.54 2.33 2.528794 0 34 N34 10.46 2.33 2.528794 0 35 N35 16.58 2.33 2.459512 0 I 36 N36A 1.42 2.33 2.459512 0 37 N37 1.76 2.33 5.12687 0 38 N38 .42 2.33 2.459512 0 39 N41 16.24 2.33 5.12687 0 I 40 N42 17.58 2.33 2.459512 0 41 N41A 6.25 2.33 7.794 0 42 N42A 9 2.33 7.794229 0 43 N43 11.75 2.33 7.794 0 I 44 N44 6.75 2.33 8.594229 0 45 N45 9 2.33 8.594229 0 46 N46 11.25 2.33 8.594229 0 47 N47 -.5 0 0 0 I 48 N48 18.5 0 0 0 49 N49 -.5 0 -10 0 50 N50 18.5 0 -10 0 51 N51 6.25 -.5 7.794 0 I 52 N52 11.75 -.5 7.794 0 53 N53 9 2.16 0 0 54 N59 8.75 2.33 0.433013 0 55 N60 9.25 2.33 0.433013 0 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 1 i I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IJoint Coordinates and Temperatures (Continued) Label X fftl Y fftl Z fftl Temp fF1 Detach From Diap... I 56 N61 8.5 2.33 0 0 0 57 N62 9.5 2.33 -0. 58 N58 9 0 -13 0 IMember Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N1 N25 T1 Beam Tube A500 Gr.42 Typica I 2 M3 N4 N5 P1 Beam Pipe A36 Gr.36 Typica 3 M4 N5 N53 P1 Beam Pipe A36 Gr.36 Tvpica 4 M5 N2 N6 P1 Beam Pipe A38 Gr.36 Typica 5 M6 N7 N6 90 T2 Beam Tube A500 Gr.42 Tvpica I 6 M7 N6 N9 90 T2 Beam Tube A500 Gr.42 Typica 7 M11 N13 N12 WF3 Beam Wide Flange A992 Tvoica 8 M12 N12 N14 WF3 Beam Wide Flange A992 Typica I 9 M10 N6 N12 90 T1 Beam Tube A500 Gr.42 Tvoica 10 M11A N13A N14A Ti Beam Tube A500 Gr.42 Typical 11 M12A N15 N16 Ti Beam Tube A500 Gr.42 Tvpica 12 M13 N17 N18 T1 Beam Tube A500 Gr.42 Typica I 13 M14 N19 N20 T1 Beam Tube A500 Gr.42 Typica 14 M15 N21 N22 T1 Beam Tube A500 Gr.42 Typical 15 M16 N23 N24 T1 Beam Tube A500 Gr.42 Tvoica 16 M17 N10 N12 90 T1 Beam Tube MOO Gr.42 Typica I 17 M18 N25 N61 T1 Beam Tube A500 Gr.42 Tvoica 18 M19A N25A N28 Ti Beam Tube A500 Gr.42 Typica 19 M20 N28 N33A T1 Beam Tube A500 Gr.42 Tvnica 20 M22 N29 N32 T1 Beam Tube A500 Gr.42 Typical 21 M23 N32 N34 T1 Beam Tube A500 Gr.42 Tvpica 22 M25 N33 N36 Ti Beam Tube MOO Gr.42 Typica 23 M26 N36 N62 Ti Beam Tube A500 Gr.42 Twice 24 M28 N25A N32A T1 Beam Tube MOO Gr.42 Typical I 25 M29 N25A N41A Ti T1 Beam Tube A500 Gr.42 Twice 26 M30 N29 N31 Beam Tube ,AO Gr.42 Typical 27 M31 N31 N35 T1 Beam Tube MOO Gr.42 Tvoica 28 M32 N32A N36A T1 Beam Tube MOO Gr.42 Typical ' 29 M33 N33A N59 T1 TiBeam Tube A500 Gr.42 Twica 30 M34 N34 N60 Beam Tube A500 Gr.42 Typical 31 M35 N35 N33 T1 Beam Tube A500 Gr.42 Tvpica 32 M36 N36A N1 T1 Beam Tube moo Gr.42 Typical I 33 M37 N32A N28 Ti TiBeam Tube A500 Gr.42 Twica 34 M38 N28 N32 Beam Tube A500 Gr.42 Typical 35 M39 N32 N31 T1 Beam Tube A500 Gr.42 Tvpica 36 M40 N36A N33A T1 Beam Tube MOO Gr.42 Typical I 37 M41 N33A N34 N34 N35 Ti Beam Tube A500 Gr.42 Twice 38 M42 T1 Beam Tube A500 Gr.42 Typical 39 M43 N37 N32A T1 Beam Tube A500 Gr.42 Tvpica 40 M44 N38 N36A TiBeam Tube MOO Gr.42 Typical I41 M45 N41 N31 T1 Beam Tube A500 Gr.42 Tvoica 42 M46 N42 N35 T1 Beam Tube MOO Gr.42 Typical 43 M47 N41A N42A T1 Beam Tube moo Gr.42 Twice I 44 M48 N42A N43 T1 Beam Tube A5Typical 00 Or.42 45 M49 N43 N29 T1 Beam Tube A500 Gr.42 Typica 46 M50 N41A N44 71 Beam Tube A500 Gr.42 Typical 47 M51 N42A N45 T1 Beam Tube A500 Gr.42 Tvpica I48 M52 N43 N46 Ti Beam Tube A500 Or.42 Typical RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 2 I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: Member Primary Data (Continued) I Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 49 M53 N33 N42 L1 Beam Wide Flanae A992 Typical I 50 M54 N42 N41 L1 Beam Wide Flange. A992 Typical 51 M55 N41 N29 L1 Beam Wide Fiancee A992 Typical 52 M56 N29 N46 L1 Beam Wide Flange A992 Typical 53 M57 N46 N45 L1 Beam Wide Flange A992 Typical I 54 M58 N45 N44 L1 Beam Wide Flange A992 Typical 55 M59 N44 N25A L1 Beam Wide Fiancee A992 Typical 56 M60 N25A N37 1.1 Beam Wide Flange A992 Typical 57 M61 N37 N38 L1 Beam Wide Flanae A992 Typical I 58 M62 N38 Ni L1 Beam Wide Flange A992 Typical 59 M63 N47 N7 T1 Beam Tube A500 Gr•42 Typical 60 M64 N49 N13 T1 Beam , Tube A500 Gr.42 Typical 61 M65 N50 N14 T1 Beam Tube A500 Gr.42 Typical I 62 M66 N48 N9 T1 Beam Tube A500 GrA2 Typical 63 M69 N51 N41A L1 Beam Wide Flange A992 Typical 84 M70 N52 N43 L1 Beam Wide Flange A992 Typical 65 M69A N51 N25A L1 Beam Wide Flange A992 Typical I 66 M7OA N51 N28 L1 Beam Wide Flange A992 Typical 67 M71 N52 N32 L1 Beam Wide Flange A992 Typical 68 M72 N52 N29 L1 Beam Wide Flange A992 Typical I 69 M73 N53 N2 P1 Beam Pipe A36 Gr.36 Typical 70 M75 N5 N25 BRI VBrace Double Angle A36 Gr.36 Typical 71 M76 N5 N28 BR1 VBrace Double Angle A36 Gr.36 Typical 72 M77 N5 N32 BRI VBrace Double Angle A36 Gr•36 Typical 73 M78 N5 N36 BR1 VBrace Double Angle A36 Gr.36 Typical I 74 M79 N59 N53 Ti Beam Tube A500 Gr.42 Typical 75 M80 N60 N53 T1 Beam Tube A500 Gr.42 Typical 78 M81 N61 N53 T1 Beam Tube A500 Gr.42 Typical I 77 M82 N62 N53 T1 Beam Tube A500 Gr.42 Typical 78 M78A N12 N58 T1 Beam Tube A500 Gr.42 Typical Joint Boundary Conditions 1 Joint Label X[k/in] Y[k/in] Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footi g 1 N7 Reaction Reaction 2 N9 Reaction Reaction I 3 N4 Reaction Reaction Reaction Fixed 4 1410 Reaction Reaction Reaction Fixed 5 N13 Reaction Reaction I 6 N14 Reaction Reaction 7 N47 Reaction Reaction Reaction Fixed 8 N48 Reaction Reaction Reaction Fixed 9 N49 Reaction Reaction Reaction Fixed 10 N50 Reaction Reaction Reaction Fixed I 11 N51 12 1452 13 N12 Reaction Il14 N1 Reaction 15 N58 Reaction Reaction Reaction Fixed General Section Sets I Label Shape Type Material A[in2] lyy[in4] lzz[in4] J[in4] 1 GEN1A RE4X4 Beam gen_Conc3NW 16 21.333 21.333 31.573 2 RIGID None RIGID te+8 Ie+6 le+8 1e46 t RISA-3D Version 8.0.3 [ :\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 3 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:22 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: I Hot Rolled Steel Section Sets I Label Shape Tvae _ Design List Material Design Rules A[in2] Ivy[in4] Izz[in4] J[in4] 1 T2 HSS6X4X6 Beam Tube A500 Gr.42, Tvoica 6.175 14.916 28.276 32.784 2 T1 HSS4X4X4 Beam Tube A500 Gr.42 Typical 3.365 7.788 7.788 12.758 3 P1 PIPE 6.0X Beam Pipe A36 Gr.36 Topica 7.88 38.3 38.3 76.6 I 4 W F1 W12X26 Beam Wide Flange A992 Typica 7.65 17.3 204 .3 5 L1 L2.5X2X3 Beam Wide Flange A992 Topica .809 .291 .509 .01 6 WF2 W6X9 Beam Wide Flange A992 Typica 2.68 2.19 16.4 .04 7 WF3 W8X10 Beam Wide Flange A992 Topica 2.96 2.09 30.8 .04 I 8 BR1 LL3X2X4X3 VBrace Double Angle A36 Gr.36 Typica 2.38 1.889 2.17 .049 Basic Load Cases I BLC Description Category DL X Gra...Y Gra...Z Gray... Joint Point Distrib...Area(Memb... Surface(PI... 1 D -1 10 5 2 L1 LL 5 3 L2 LL 4 I4 L3 LL 1 5 BLC Transie... None 288 6 BLC 2 Transie... None 295 I 7 BLC 3 Transie... None 202 8 BLC 4 Transie... None 57 I Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitude[(k.k-ft).(in.rad).(k*s^2/ft... No Data to Print... IMember Distributed Loads (BLC 1 : DI Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%1 II M53 Y -.02 -.02 0 0 2 MM Y -.02 -.02 0 0 3 M55 Y -.02 -.02 0 0 4 M56 Y -.02 -.02 0 0 I 5 M57 Y -.02 -.02 0 0 6 M58 Y -.02 -.02 0 0 7 M59 Y -.02 -.02 0 0 8 M60 Y -.02 -.02 0 0 I 9 M61 Y -.02 -.02 0 0 10 M62 Y -.02 -.02 0 0 Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) I Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 1 M57 Y -.02 -.02 1.8 2.025 2 M58 Y -.02 -.02 1.35 1.575 I 3 M58 Y -.02 -.02 1.8 2.025 .955 4 M59 Y -.019 -.019 .716 5 M47 Y -.053 -.053 .825 1.1 6 M48 Y -.053 -.053 .55 .825 I 7 M52 Y -.095 -.095 .094 .189 .9 8 M57 Y -.04 -.04 .675 9 M6 Y -.012 -.012 0 .95 10 Mil Y _ -.012 -.012 _ 0 .95 I11 M11 Y -.012- -.012 1.9 2.85 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 4 I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 I Designer JFB 6:2 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.d..End Maanitudefk/ft.d... Start Locationfft.%1 End Locationfft,%1 12 M11 Y -.004 -.004 2.85 3.8 I 13 M11 Y -.004 -.004 3.8 4.75 14 M11 Y -.016 -.016 4.75 5.7 15 M11 Y -.004 -.004 5.7 6.65 16 M11 Y -.004 -.004 6.85 7.6 I 17 M11 Y -.008 -.008 7.6 8.55 18 M11 Y -.004 -.004 8.55 9.5 19 M12 Y -.008 -.008 0 .95 20 M12 Y -.008 -.008 .95 1.9 I 21 M12 Y -.004 -.004 1.9 2.85 22 M12 Y -.004 -.004 2.85 3.8 23 M12 Y -.012 -.012 3.8 4.75 24 M12 Y -.008 -.008 5.7 6.65 I 25 M12 Y -.012 -.012 6.65 7.6 26 M12 Y -.012 -.012 8.55 9.5 27 M10 Y -.022 -.022 4 5 28 M10 Y -.022 -.022 5 6 I 29 M10 Y -.022 -.022 6 7 30 M10 Y -.03 -.03 7 8 31 M10 Y -.022 -.022 8 9 I 32 M10 Y -.011 -.011 9 10 33 M11A Y -.03 -.03 3 4 34 M11A Y -.026 -.026 4 5 35 M11A Y -.03 -.03 5 6 36 M11A Y -.026 -.026 6 7 I 37 M11A Y -.037 -.037 7 8 38 M11A Y -.022 -.022 8 9 39 M11A Y -.011 -.011 9 10 I 40 M12A Y -.03 -.03 2 3 41 M12A Y -.022 -.022 3 4 42 M12A Y -.022 -.022 4 5 43 M12A Y -.022 -.022 5 6 44 M12A Y -.022 -.022 6 7 45 M12A Y -.03 -.03 7 8 48 M12A Y -.022 -.022 8 9 47 M12A Y -.007 -.007 9 10 ' 48 M13 Y -.011 -.011 0 1 49 M13 Y -.022 -.022 1 2 50 M13 Y -.037 -.037 2 3 51 M13 Y -.026 -.026 3 4 52 M13 Y -.03 -.03 4 5 53 M13 Y -.026 -.026 5 6 54 M13 Y -.03 -.03 6 7 55 M13 Y -.037 -.037 7 8 56 M13 Y -.026 -.026 8 9 57 M13 Y -.007 -.007 9 10 58 M14 Y -.03 -.03 6 7 59 M14 Y -.037 -.037 7 8 I 60 M14 Y -.026 -.026 8 9 61 M14 Y -.007 -.007 9 10 62 M15 Y -.03 -.03 7 8 63 M15 Y -.022 -.022 8 9 84 M15 V -.011 -.011 9 10 65 M16 Y -.011 -.011 9 10 66 M6 Y -.012 -.012 1.9 2.85 67 M6 Y -.008 -.008 2.85 3.8 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 5 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.d..End Maanitudefk/ft.d... Start Locationfft.%1 End Locationfft.%1 I 68 M6 Y -.012 -.012 4.75 5.7 6.65 69 M6 Y -.004 -.004 5.7 70 . M6 Y -.004 -.004 6.65 7.6 71 M6 Y -.008 -.008 7.6 8.55 I 72 M6 Y -.008 -.008 8.55 9.5 .95 73 M7 Y -.004 -.004 0 74 M7 Y -.008 -.008 .95 1.9 75 M7 Y -.004 -.004 1.9 2.85 I 76 M7 Y -.004 -.004 2.85 3.8 4.75 77 M7 Y -.016 -.016 3.8 78 M7 Y -.004 -.004 4,75 5.7 79 M7 Y -.004 -.004 5.7 6.65 I 80 M7 Y -.012 -.012 6.65 8.55 7.6 81 M7 Y -.012 -.012 9.5 82 M10 Y -.011 -.011 0 1 83 M10 Y -.022 -.022 1 2 I 84 M10 Y -.03 -.03 2 3 85 M10 Y -.022 -.022 3 4 86 M11A Y -.007 -.007 0 1 87 M11A Y -.026 -.026 1 2 I 88 M11A Y -.037 -.037 2 3 89 M12A Y -.011 -.011 0 1 90 M12A Y -.022 -.022 1 2 91 M14 Y -.011 -.011 0 1 ' 92 M14 Y -.022 -.022 1 2 93 M14 Y -.037 -.037 2 3 94 M14 Y -.026 -.026 3 4 95 M14 Y -.03 -.03 4 5 I 96 M14 Y -.026 -.026 5 6 97 M15 Y -.007 -.007 0 1 98 M15 Y -.022 -.022 1 2 99 M15 Y -.03 -.03 2 3 I 100 M15 Y -.022 -.022 3 4 101 M15 Y -.022 -.022 4 5 102 M15 Y -.022 -.022 5 6 I103 M15 Y -.022 -.022 6 7 104 M16 Y -.007 -.007 0 1 105 M 16 Y -.026 -.026 1 2 106 M16 Y -.037 -.037 2 3 I 107 M16 Y -.03 -.03 3 4 5 108 M16 Y -.026 -.026 4 109 M 16 Y -.03 -.03 5 6 110 M16 Y -.026 -.026 6 7 I 111 M16 Y -.037 -.037 7 8 112 M16 Y -.022 -.022 8 9 113 M45 Y -.039 -.039 .12 .24 114 M45 Y -.039 -.039 .36 .48 I 115 M54 Y -.016 -.016 1.493 1.912 1.791 116 M55 Y -.012 -.012 2.294 117 M30 Y -.032 -.032 2.464 2.772 118 M31 Y -.032 -.032 1.848 2.156 ' 119. M35 V -.054 -.054 .852 .597 1.136 120 M54 V -.033 -.033 .896 121 M1 Y _ -.009 -.009 .3 .6 122 Mt Y -.009 -.009 .9 1.2 I123 M1 Y -.009 -.009 1.5 1.8 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 6 I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer • JFB 6:22 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.d..End Maonitudefk/ft.d... Start Locationfft.%1 End Locationfft.%1 124 M1 Y -.018 -.018 1.8 2.1 I 125 M1 Y -.018 -.018 2.1 2.4 126. M1 Y -.009 -.009 2.7 3 127 M18 Y -.015 -.015 0 .55 128 M18 Y -.005 -.005 .55 1.1 I 129 M18 Y -.02 -.02 1.1 1.65 130 M18 Y -.005 -.005 1.65 2.2 131 M18 Y -.02 -.02 2.2 2.75 132 M18 Y -.005 -.005 2.75 3.3 I 133 M18 Y -.02 -.02 3.3 3.85 134 M18 Y -.005 -.005 3.85 4.4 135 M18 Y -.01 -.01 4.4 4.95 136 M18 Y -.01 -.01 4.95 5.5 I 137 M19A Y -.009 -.009 .3 .6 138 M19A Y -.009 -.009 .6 .9 139 M19A Y -.009 -.009 .9 1.2 140 M19A Y -.009 -.009 1.2 1.5 I 141 M19A Y -.027 -.027 1.5 1.8 142 M19A Y -.018 -.018 1.8 2.1 143 M19A Y -.018 -.018 2.1 2.4 I 144 M19A Y -.009 -.009 2.4 2.7 145 M20 Y -.009 -.009 0 .308 146 M20 Y -.018 -.018 .616 .924 147 M20 Y -.018 -.018 .924 1.232 148 M20 Y -.018 -.018 1.232 1.54 I 149 M20 Y -.018 -.018 1.54 1.848 150 M20 Y -.018 -.018 1.848 2.156 151 M20 Y -.027 -.027 2.156 2.464 I 152 M20 Y -.009 -.009 2.464 2.772 153 M20 Y -.009 -.009 2.772 3.08 154 M23 Y -.018 -.018 1.54 1.848 155 M23 Y -.018 -.018 1.848 2.156 I 156 M23 Y -.027 -.027 2.156 2.484 157 M25 Y -.009 -.009 .6 .9 158 M25 Y -.018 -.018 1.2 1.5 159 M25 Y -.009 -.009 1.5 1.8 I 160 M25 Y -.018 -.018 2.1 2.4 161 M25 Y -.018 -.018 2.4 2.7 162 M25 Y -.009 -.009 2.7 3 163 M26 Y -.01 -.01 0 .55 I 184 M26 Y -.015 -.015 .55 1.1 165 M26 Y -.01 -.01 1.1 1.65 166 M28 Y -.015 -.015 1.65 2.2 167 M26 Y -.01 -.01 2.2 2.75 I 188 M26 Y -.015 -.015 2.75 3.3 169 M26 Y -.01 -.01 3.3 3.85 170 M26 Y -.01 -.01 3.85 4.4 171 M26 Y -.005 -.005 4.4 4.95 I 172 M26 Y -.005 -.005 4.95 5.5 173 M28 Y -.009 -.009 .616 .924 174 M28 Y -.018 -.018 1.232 1.54 175 M28 Y -.009 -.009 1.848 2.156 I 176 M28 V -.009 -.009 2.156 2.464 177 M32 Y -.009 -.009 .308 .616 178 M32 Y -.009 -.009 .616 .1124 179 M32 Y -.009 -.009 .924 1.232 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 7 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 I Designer JFB 6:22 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.d..End Macinitudelk/ft.d... Start Locationfft.%1 End Locationfft.%1 180 M32 Y -.009 -.009 1.232 1.54 181 M32 Y -.018 -.018 1.54 1.848 182 M32 Y -.009 -.009 2.156 2.464 183 M33 Y -.011 -.011 .242 .484 I 184 M33 Y _ -.011 -.011 .484 .726 .968 185 M33 Y -.011 -.011 .726 186 M33 Y -.023 -.023 .968 1.21 187 M33 Y -.023 -.023 1.21 1.452 I 188 M33 Y -.023 -.023 1.694 1.936 2.178 189 M33 Y -.011 -.011 1.936 190 M34 Y -.023 -.023 .242 .484 191 M34 Y -.011 -.011 .726 .968 I 192 M34 Y -.023 -.023 .968 1.21 193 M34 Y -.023 -.023 1.21 1.452 194 M34 Y -.023 -.023 1.452 1.694 195 M34 Y -.023 -.023 1.936 2.178 I 196 M36 Y -.01 -.01 0 .284 197 M36 Y -.01 -.01 .284 .568 198 M36 Y -.01 -.01 .568 .852 199 M36 Y -.01 -.01 .852 1.136 I 200 M36 Y -.01 -.01 -.01 1,136 1.42 201 M36 Y -.01 1.42 1.704 202 M36 Y -.01 -.01 1.704 1.988 203 M37 Y -.018 -.018 .304 .608 I 204 M37 Y -.018 -.018 .608 .912 205 M37 Y -.018 -.018 .912 1.216 206 M37 Y -.018 -.018 1.216 1.52 207 M37 Y -.018 -.018 1.52 1.824 I I 208 M37 Y -.018 -.018 1.824 2.129 209 M37 Y -.009 -.009 2.129 2.433 210 M37 Y -.018 -.018 2.433 2.737 211 M37 Y -.009 -.009 2.737 3.041 I 212 M38 Y -.009 -.009 0 .6 213 M38 Y -.014 -.014 .6 1.2 214 M38 Y -.018 -.018 1.2 1.8 215 M38 Y -.027 -.027 1.8 2.4 I 216 M38 Y -.023 -.023 2.4 3 217 M38 Y -.018 -.018 3 3.6 218 M38 Y -.027 -.027 3.6 4.2 I 219 M40 Y -.004 -.004 0 .612 220 M40 Y -.018 -.018 .612 1.224 221 M40 Y -.018 -.018 1.224 1.836 222 M40 Y -.031 -.031 1.836 2.448 I 223 M40 Y -.022 -.022 2.448 3.06 224 M40 Y -.027 -.027 3.06 3.672 225 M40 Y -.022 -.022 3.672 4.284 226 M40 Y -.027 -.027 4.284 4.896 I 227 M40 Y -.018 -.018 4.896 5.508 6.12 228 M40 Y -.004 -.004 5.508 229. M41 Y -.009 -.009 .292 .584 230 M41 Y -.019 -.019 .584 .876 I 231 M41 Y -.019 -.019 .876 1.168 1.168 232 M41 Y -.028 -.028 1.46 233 M41 Y -.019 -.019 1.46 1.752 234 M41 Y -.028 -.028 1.752 2.044 I235 M41 Y _ -.019 -.019 2.044 2.336 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 8 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 I Designer JFB 6:2 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.d..End Maanitudefk/ft.d... Start Locationfft%1 End Locationlft.%1 236 M41 Y -.019 -.019 2.336 2.628 I 237 M41 Y -.009 -.009 2.628 2.92 238 M42 Y -.009 -.009 0 .812 239 M42 Y -.013 -.013 .612 1.224 240 M42 Y -.022 -.022 1.224 1.836 I 241 M42 Y -.018 -.018 1.836 2.448 242 M42 Y -.031 -.031 2.448 3.06 243 M42 Y -.022 -.022 3.06 3.672 244 M42 Y -.022 -.022 3.672 4.284 I 245 M42 Y -.027 -.027 4.284 4.896 246 M22 Y -.018 -.018 .3 .6 247 M22 Y -.018 -.018 .6 .9 248 M22 Y -.018 -.018 1.5 1.8 II 249 M22 Y -.037 -.037 1.8 2.1 250 M22 Y -.018 -.018 2.4 2.7 251 M23 Y -.018 -.018 0 .308 252 M23 Y -.018 -.018 .616 .924 253 M23 Y -.018 -.018 .924 1.232 254 M23 Y -.018 -.018 1.232 1.54 255 M29 Y -.031 -.031 .875 1.05 I 256 M30 Y -.036 -.036 1.232 1.54 257 M30 Y -.018 -.018 2.156 2.464 258 M31 Y -.018 -.018 .308 .616 1 259 M31 Y -.018 -.018 .616 .924 ii 1 260 M31 Y -.036 -.036 1.54 1.848 261 M35 Y -.019 -.019 .568 .852 262 M35 Y -.019 -.019 1.704 1.988 263 M38 Y -.018 -.018 4.2 4.8 I M38 Y -.018 -.018 4.8 5.4 265 M38 Y -.009 -.009 5.4 6 266 M39 Y -.018 -.018 .304 .808 267 M39 Y -.018 -.018 .608 .912 I 268 M39 Y -.018 -.018 .912 1.216 269 M39 Y -.018 -.018 1.216 1.52 270 M39 Y -.018 -.018 1.52 1.824 271 M39 Y -.018 -.018 1.824 2.129 I 272 M39 Y -.018 -.018 2.129 2.433 273 M42 Y -.018 -.018 4.896 5.508 274 M42 Y -.009 -.009 5.508 6.12 275 M47 Y -.02 -.02 0 .275 I 276 M47 Y -.02 -.02 .275 .55 277 M47 Y -.02 -.02 1.1 1.375 278 M47 Y -.02 -.02 1.375 1.65 279 M47 Y -.02 -.02 1.925 2.2 I 280 M47 Y -.02 -.02 2.2 2.475 281 M47 Y -.02 -.02 2.475 2.75 282 M48 Y -.02 -.02 .275 .55 283 M48 Y -.02 -.02 .825 1.1 I 284 M48 Y -.02 -.02 1.375 1.85 285 M48 Y -.02 -.02 1.65 1.925 286 M48 V -.02 -.02 1.925 2.2 287 M49 Y -.031 -.031 .175 .35 I 268 M49 Y -.031 -.031 .35 .525 Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) Member I abel Direction Start Maanitudefk/ft d.End Maanitudefk/ft d Start I onatinnfft%1 Fnd l ocationift%1 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 9 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%1 End Location[ft.%] 1 M6 Y -.117 -.117 0 .95 2.85 2 M6 Y -.117 -.117 1.9 3 M6 Y -.078 -.078 2.85 3.8 4 M6 Y -.117 -.117 4.75 5.7 5 M6 Y -.039 -.039 5.7 6.65 7.6 6 M6 Y -.039 -.039 6.65 7 M6 Y -.078 -.078 7.6 8.55 8 M6 Y -.078 -.078 8.55 9.5 9 M7 Y -.039 -.039 0 .95 10 M7 Y -.078 -.078 .95 1.9 11 M7 Y -.039 -.039 1.9 2.85 12 M7 Y -.039 -.039 2.85 3.8 I13 M7 Y -.156 -.156 3.8 4.75 14 M7 Y -.039 -.039 4.75 5.7 15 M7 Y -.039 -.039 5.7 6.65 16 M7 Y -.117 -.117 6.65 7.6 17 M7 Y -.117 -.117 8.55 9.5 18 M12 Y -.117 -.117 8.55 9.5 19 M10 Y -.111 -.111 0 1 20 M10 Y -.223 -.223 1 2 21 M10 Y -.297 -.297 2 3 22 M10 Y -.223 -.223 3 4 23 M10 Y -.223 -.223 4 5 24 M10 Y -.223 -.223 5 6 I 25 M11A Y -.074 -.074 0 1 26 M11A Y -.26 -.26 1 2 27 M11A Y -.371 -.371 2 3 28 M11A Y -.297 -.297 3 4 I 29 M12A Y -.111 -.111 0 1 30 M12A Y -.223 -.223 1 2 31 M12A Y -.297 -.297 2 3 32 M13 Y -.111 -.111 0 1 I 33 M14 Y -.111 -.111 0 1 34 M14 Y -.223 -.223 1 2 35 M14 Y -.371 -.371 2 3 36 M14 Y -.26 -.26 3 4 I 37 M14 Y -.297 -.297 4 5 38 M14 Y -.26 -.26 5 6 39 M14 Y -.297 -.297 6 7 I 40 M15 Y -.074 -.074 0 1 41 M15 Y -.223 -.223 1 2 42 M15 Y -.297 -.297 2 3 43 M15 Y -.223 -.223 3 4 I 44 M15 Y -.223 -.223 4 5 45 M15 Y -.223 -.223 5 6 46 M15 Y -.223 -.223 6 7 47 M15 Y -.297 -.297 7 8 I 48 M16 Y -.074 -.074 0 1 49 M16 Y -.26 -.26 1 2 50 . M16 Y -.371 -.371 2 3 51 M16 Y -.297 -.297 3 4 I 52 M16 Y = -.26 -.26 4 5 53 M 16 Y -.297 -.297 5 6 54 M16 Y _ -.26 -.26 6 7 55 M16 Y _ -.371 -.371 7 8 I56 M16 Y -223 -.223 8 9 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 10 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:22 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) 1 Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[ft.%] End Location[ft,%] 57 M16 Y -.111 -.111 9 10 ' 58 M11 V -.117 -.117 0 .95 59 M11 Y -.117 -.117 1.9 2.85 60 M11 Y -.039 -.039 2.85 3.8 61 M11 Y -.039 -.039 3.8 4.75 I 62 M11 Y -.156 -.156 4.75 5.7 63 M11 Y -.039 -.039 5.7 6.65 64 M11 Y -.039 -.039 6.65 7.6 65 M11 Y -.078 -.078 7.6 8.55 I 66 M11 Y -.039 -.039 8.55 9.5 67 M12 Y -.078 -.078 0 .95 68 M12 Y -.078 -.078 .95 1.9 69 M12 Y -.039 -.039 1.9 2.85 I 70 M12 Y -.039 -.039 2.85 3.8 71 M12 Y -.117 -.117 3.8 4.75 72 M12 Y -.078 -.078 5.7 6.65 73 M12 Y -.117 -.117 6.65 7.6 I 74 M10 Y -.223 -.223 6 7 75 M10 Y -.297 -.297 7 8 76 M10 Y -.223 -.223 8 9 I 77 M10 Y -.111 -.111 9 10 78 M41A Y -.26 -.26 4 5 79 M11A Y -.297 -.297 5 6 80 M11A Y -.26 -.26 6 7 I 81 M11A Y -.371 -.371 7 8 82 . M11A Y -.223 -.223 8 9 83 M11A Y -.111 -.111 9 10 84 M12A Y -.223 -.223 3 4 I 85 M12A Y -.223 -.223 4 5 86 M12A Y -.223 -.223 5 6 87 M12A Y -.223 -.223 6 7 88 M12A Y -.297 -.297 7 8 I 89 M12A Y -.223 -.223 8 9 90 M12A Y -.074 -.074 9 10 91 M13 Y -.223 -.223 1 2 92 M13 Y -.371 -.371 2 3 93 M13 Y -.26 -.26 3 4 94 M13 Y -.297 -.297 4 5 95 M13 Y -.26 -.26 5 6 96 M13 Y -.297 -.297 6 7 I 97 M13 Y -.371 -.371 7 8 98 M13 Y -.26 -.26 8 9 99 M13 Y -.074 -.074 9 10 100 M14 Y -.371 -.371 7 8 I 101 M14 Y -.26 -.26 8 9 102 M14 Y -.074 -.074 9 10 103 M15 Y -.223 -.223 8 9 104 M15 Y -.111 -.111 9 10 I 105 M19A Y -.183 -.183 .3 .6 106 M19A Y -.183 -.183 .6 .9 107 M19A Y -.183 -.183 1.5 1.8 108 M19A Y -.365 -.365 1.8 2.1 109 M19A Y -.183 -.183 2.4 2.7 110 M20 Y -.178 -.178 0 .308 111 M20 Y -.178 -.178 .616 .924 112 M20 Y -.178 -.178 .924 1.232 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 11 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer : JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%] 113 M20 Y -.178 -.178 1.232 1.54 I 114 M28 Y -.356 -.356 1.232 1.54 115 M28 Y -.178 -.178 2.156 2.464 116 M29 Y -.313 -.313 1.225 1.4 I 117 M29 Y -.313 -.313 1.4 1.575 .616 118 M32 Y -.178 -.178 .308 119 M32 Y -.178 -.178 .616 .924 120 M32 Y -.356 -.356 1.54 1.848 I 121 M36 Y -.193 -.193 .568 .852 122 M36 Y -.536 -.536 .852 1.136 123 M36 Y -.193 -.193 1.704 1.988 124 M37 Y -.18 -.18 .608 .912 I 125 M37 Y -.18 -.18 .912 1.216 1.52 126 M37 Y -.18 -.18 1.216 127 M37 Y -.18 -.18 1.52 1.824 128 M37 Y -.18 -.18 1.824 2.129 I 129 M37 Y -.18 -.18 2.129 2.433 130 M37 Y -.18 -.18 2.433 2.737 131 M38 Y -.091 -.091 0 .6 132 M38 Y -.183 -.183 .6 1.2 1 133 M38 Y -.183 -.183 1.2 1.8 134 M38 Y -.274 -.274 1.8 2.4 135 M38 Y -.183 -.183 2.4 3 136 M38 Y -.228 -.228 3 3.6 I 137 M38 Y -.274 -.274 3.6 4.2 138 M40 Y -.09 -.09 0 .612 139 M40 Y -.179 -.179 .612 1.224 140 M40 Y -.269 -.269 1.224 1.836 I 141 M40 Y -.224 -.224 1.836 2.448 142 M40 Y -.224 -.224 2.448 3.06 143 M40 Y -.313 -.313 3.06 3.672 144 M47 Y -.199 -.199 .55 .825 I 145 M47 Y -.527 -.527 .825 1.1 146 M47 Y -.199 -.199 1.1 1.375 147 M47 Y -.199 -.199 1.65 1.925 148 M47 Y -.199 -.199 1.925 2.2 I 149 M47 Y -.199 -.199 2.2 2.475 150 M48 Y -.199 -.199 0 .275 151 M48 Y -.199 -.199 .275 .55 I 152. M48 Y -.527 -.527 .55 .825 1.375 153 M48 Y -.199 -.199 1.1 154 M48 Y -.199 -.199 1.375 1.65 155 M48 Y -.199 -.199 1.65 1.925 I 156 M48 Y -.199 -.199 2.2 2.475 2.75 157 M48 Y -.199 -.199 2.475 158 M49 Y -.313 -.313 .7 .875 159 M1 Y -.091 -.091 .6 .9 I 160 M1 Y -.183 -.183 1.2 1.5 1.8 161 M1 Y -.091 -.091 1.5 162 M1 Y -.183 -.183 2.1 2.4 163 M1 Y -.183 -.183 2.4 2.7 I 164 M1 Y -.091 -.091 2.7 0 3 165 M18 Y -.1 -.1 .55 186 M18 Y -.149 -.149 .55 1.1 167 M18 Y -.1 -.1 1.1 1.65 I 168 M18 Y -.149 -.149 1.65 2.2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 12 I IlCompany WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 elner gJFB6:22PMb Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) I Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft.d... Start Location[ft,%1 End Location[ft.%1 169 M18 Y -.1 -.1 2.2 2.75 I 170 M18 Y -.149 -.149 2.75 3.3 171 M18 Y -.1 -.1 3.3 3.85 172 M18 Y -.1 -.1 3.85 4.4 173 M18 Y -.05 -.05 4.4 4.95 I 174 M18 Y -.05 -.05 4.95 5.5 175 M20 Y -.178 -.178 1.54 1.848 176 M20 Y -.178 -.178 1.848 2.156 177 M20 Y -.267 -.267 2.156 2.464 I 178 M22 Y -.091 -.091 .3 .6 179 M22 Y -.091 -.091 .6 .9 180 M22 Y -,091 -.091 .9 1.2 181 M22 Y -.091 -.091 1.2 1.5 I 182 M22 Y -.274 -.274 1.5 1.8 183 M22 Y -.183 -.183 1.8 2.1 184 M22 Y -.183 -.183 2.1 2.4 185 M22 Y -.091 -.091 2.4 2.7 I 186. M23 Y -.089 -.089 0 .308 187 M23 Y -.178 -.178 .616 .924 188 M23 Y -.178 -.178 .924 1,232 189 M23 Y -.178 -.178 1.232 1.54 I 190 M23 Y -.178 -.178 1.54 1.848 191 M23 Y -.178 -.178 1.848 2.156 192 M23 Y -.267 -.267 2.156 2.464 I 193 M23 Y -.089 -.089 2.464 2.772 194 M23 Y -.089 -.089 2.772 3.08 195 M25 Y -.091 -.091 .3 .6 196 M25 Y -.091 -.091 9 1.2 I 197 M25 Y -.091 -.091 1.5 1.8 198 M25 Y -.183 -.183 1.8 2.1 199 M25 Y -.183 -.183 2.1 2.4 200 M25 Y -.091 -.091 2.7 3 I 201 M26 Y -.149 -.149 0 .55 202 M26 Y -.05 -.05 .55 1.1 203 M26 Y -.199 -.199 1.1 1.65 204 M26 Y -.05 -.05 1.65 2.2 I 205 M26 Y -.199 -.199 2.2 2.75 208 M26 Y -.05 -.05 2.75 3.3 207 M26 Y -.199 -.199 3.3 3.85 208 M26 Y -,05 -.05 3.85 4.4 I 209 M26 Y -.1 -.1 4.4 4.95 210 M26 Y -.1 -.1 4.95 5.5 211 M30 Y -.089 -.089 .616 .924 212 M30 Y -.178 -.178 1.232 1.54 I 213 M30 Y -.089 -,089 1.848 2.156 214 M30 Y -.089 -.089 2.156 2.464 215 M31 Y -.089 -.089 .308 .616 216 M31 Y -.009 -.069 .616 .924 I 217 M31 Y -.089 -.089 .924 1.232 218 M31 Y -.089 -.089 1.232 1.54 219 M31 Y -.178 -.178 1.54 1.848 220 M31 Y -.089 -.089 2.156 2.464 I 221 M33 Y -.226 -.226 .242 .484 222 M33 V -.113 -.113 .726 .948 223 M33 Y -.226 -.226 .968 1.21 224 M33 Y -.226 -.226 1.21 1.452 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 13 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 6 :BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft,%] End Location[ft.%1 225 M33 Y -.226 -.226 1.452 1.694 I 226 M33 Y -.226 -.226 1.936 2.178 227 M34 Y -.113 -.113 .242 .484 228 M34 Y -.113 -.113 .484 .726 I 229 M34 Y -.113 -.113 .726 .968 230 M34 Y -.226 -.226 .968 1.21 231 MM Y -.226 -.226 1.21 1.452 232 M34 Y -.226 -.226 1.694 1.936 III 233 M34 Y -.113 -.113 1.936 2.178 .284 234 M35 Y -.096 -.096 0 235 M35 Y -.096 -.096 .284 .568 236 M35 Y -.096 -.096 .568 .852 I 237 M35 Y -.44 -.44 .852 1.136 1.42 238 M35 Y -.096 -.096 1.136 239 M35 Y -.096 -.096 1.42 1.704 240 M35 Y -.096 -.096 1.704 1.988 I 241 M38 Y -.183 -.183 4.2 4.8 242 M38 Y -.137 -.137 4.8 5.4 243 M38 Y -.091 -.091 5.4 6 244 M39 Y -.09 -.09 0 .304 245 M39 Y -.18 -.18 .304 .608 246 M39 Y -.09 -.09 .608 .912 247 M39 Y -.18 -.18 .912 1.216 248 M39 Y -.18 -.18 1.216 1.52 249 M39 Y -.18 -.18 1.52 1.824 1 III 250 M39 Y -.18 -.18 1.824 2.129 251 M39 Y -.18 -.18 2.129 2.433 252 M39 Y -.18 -.18 2.433 2.737 253 M40 Y -.179 -.179 3.672 4.284 254 M40 Y -.224 -.224 4.284 4.896 255 M40 Y -.134 -.134 4,896 5.508 P 256 M40 Y -.09 -.09 5.508 6.12 257 M41 Y -.094 -.094 0 .292 258 M41 Y -.188 -.188 .292 .584 259 M41 Y -.188 -.188 .584 .876 260 M41 Y -.282 -.282 .876 1.168 111 261 M41 Y -.188 -.188 1.168 1.46 262 M41 Y -.282 -.282 1.46 1.752 263 M41 Y -.188 -.188 1.752 2.044 111 264 M41 Y -.188 -.188 2.044 2.336 2.628 265 M41 Y -.094 -.094 2.336 266 M42 Y -.045 -.045 0 .612 267 M42 Y -.179 -.179 .612 1.224 P 268. M42 Y -.269 -.269 1.224 1.836 2.448 269 M42 Y -.224 -.224 1.836 270 M42 Y -.269 -.269 2.448 3.06 271 M42 Y -.224 -.224 3.06 3.672 I 272 M42 Y -.313 -.313 3.672 4.284 4.896 273 M42 Y -.179 -.179 4.284 274 M42 Y -.179 -.179 4.896 5.508 275 M42 Y -.045 -.045 5.508 6.12 I 276 M57 Y -.2 -.2 1.8 2.025 1.575 277 M58 Y -.2 -.2 1.35 278 M58 Y -.2 -.2 1.8 2.025 279 M59 Y -.188 -.188 .716 .955 I 280 M52 Y _ -.954 -.954 .094 .189 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 14 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:22 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued) I Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[ft,%] End Location[ft,%J 281 M57 Y -.4 -.4 .675 .9 I 282 M28 Y -.316 -.316 2.464 2.772 283 M32 Y -.316 -.316 1.848 2.156 284 M61 Y -.326 -.326 2.09 2.388 285 M43 Y -.389 -.389 .12 .24 I 286 M43 Y -.389 -.389 .36 .48 287 M60 Y -.122 -.122 1.53 1.912 288 M61 Y -.156 -.156 1.194 1.493 289 M45 Y -.389 -.389 .12 .24 290 M45 Y -.389 -.389 .36 .48 291 M54 Y -.156 -.156 1.493 1.791 292 M55 Y -.122 -.122 1.912 2.294 293 M30 Y -.316 -.316 2.464 2.772 I 294 M31 Y -.316 -.316 1.848 2.156 295 MM Y -.326 -.326 .597 .896 Member Distributed Loads (BLC 7: BLC 3 Transient Area Loads) I Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[ft,%J End Location[ft,%J 1 M44 Y -.054 -.054 .1 .2 2 M44 Y -.054 -.054 .3 .4 ' 3 M61 Y -.038 -.038 1.194 1.493 4 M62 Y -.022 -.022 .998 1.248 5 M28 Y -.019 -.019 .924 1.232 6 M28 Y -.019 -.019 1.848 2.156 I 7 M32 Y -.019 -.019 0 .308 8 M32 Y -.019 -.019 .924 1.232 9 M32 Y -.019 -.019 1.232 1.54 10 M32 Y -.019 -.019 2.156 2.464 ' 11 M32 Y -.019 -.019 2.464 2.772 12 M36 Y -.021 -.021 .284 .568 13 M36 Y -.021 -.021 1.42 1.704 14 M43 Y -.049 -.049 .84 .96 I 15 M44 Y -.058 -.058 .5 .6 16 M60 Y -.015 -.015 1.912 2.294 17 M60 Y -.015 -.015 2.677 3.059 18 M61 Y -.039 -.039 0 .299 I 19 M19A Y -.037 -.037 .3 .6 20 M19A Y -.037 -.037 .6 .9 21 M19A Y -.037 -.037 1.5 1.8 22 M19A Y -.073 -.073 1.8 2.1 23 M19A Y -.037 -.037 2.4 2.7 24 M20 Y -.036 -.036 0 .308 25 M20 Y -.036 -.036 .616 .924 I 26 M20 Y -.036 -.036 .924 1.232 27 M20 Y -.036 -.036 1.232 1.54 28 M28 Y -.071 -.071 1.232 1.54 29 M28 Y -.036 -.036 2.156 2.464 t 30 M29 Y -.063 -.063 1.225 1.4 31 M29 Y -.063 -.063 1.4 1.575 32 M32 Y -.036 -.036 .306 .818 33 M32 Y -.036 -.036 .616 .924 I 34 M32 Y -.071 -.071 1.54 1.848 35 M36 Y -.039 -.039 .568 .852 36 M36 Y -.039 -.039 .852 1.136 37 M36 Y -.039 -.039 1.704 1.988 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 15 I ' Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 7: BLC 3 Transient Area Loads) (Continued) Member Label Direction _Start Maanitudefk/ft.d..End Maanitudefk/ft.d... Start Locationfft.%1 End Locationfft.%1 I 38 M37 Y -.036 -.036 .608 .912 1.216 39 M37 Y -.036 -.036 .912 40 M37 Y -.036 -.036 1.216 1.52 41 M37 Y -.036 -.036 1.52 1.824 I 42 M37 Y -.036 -.036 1.824 2.129 2.433 43 M37 Y -.036 -.036 2.129 44 M37 Y -.036 -.036 2.433 2.737 45 M38 Y -.018 -.018 0 .6 U 46 M38 Y -.037 -.037 .6 1.2 1.8 47 M38 Y -.037 -.037 1.2 48 M38 Y -.055 -.055 1.8 2.4 49 M38 Y -.037 -.037 2.4 3 50 M38 Y -.046 -.046 3 3.6 51 M38 Y -.055 -.055 3.6 4.2 52 M40 Y -.018 -.018 0 .612 53 M40 Y -.036 -.036 .612 1.224 I 54 M40 Y -.054 -.054 1.224 1.836 55 M40 Y -.045 -.045 1.836 2.448 56 M40 Y -.045 -.045 2.448 3.06 57 M40 Y -.063 -.063 3.06 3.672 I 58 M47 Y -.04 -.04 .55 .825 59 M47 Y -.105 -.105 .825 1.1 60 M47 Y -.04 -.04 1.1 1.375 61 M47 Y -.04 -.04 1.65 1.925 I 62 M47 Y -.04 -.04 1.925 2.2 63 . M47 Y -.04 -.04 2.2 2.475 64 M48 Y -.04 -.04 0 .275 65 M48 Y -.04 -.04 .275 .55 I66 . M48 Y -.105 -.105 .55 .825 67 M48 Y -.04 -.04 1.1 1.375 68 M48 Y -.04 -.04 1.375 1.65 69 M48 Y -.04 -.04 1.65 1.925 I 70 M48 Y -.04 -.04 2.2 2.475 71 M48 Y -.04 -.04 2.475 2.75 72 M49 Y -.063 -.063 .7 .875 I 73 M1 Y -.018 -.018 .6 .9 74 M1 Y -.037 -.037 1.2 1.5 75 M1 Y -.018 -.018 1.5 1.8 76 M1 Y -.037 -.037 2.1 2.4 I 77 M1 Y -.037 -.037 2.4 2.7 3 78 M1 Y -.018 -.018 2.7 79 M 18 Y -.02 -.02 0 .55 80 M18 Y -.03 -.03 .55 1.1 I 81 M18 Y -.02 -.02 1.1 1.65 2.2 82 M18 Y -.03 -.03 1.65 83 M 18 Y -.02 -.02 2.2 2.75 84 M18 Y -.03 -.03 2.75 3.3 I 85 M18 Y -.02 -.02 3.3 3.85 86 M18 Y -.02 3.85 4.4 87 M18 Y -.01 -.01 4.4 4.95 88 M18 Y -.01 -.01 4.95 5.5 I . 89 M20 Y -.036 -.036 1.54 1.848 90 M20 Y -.036 -.036 1.848 2.156 91 M20 Y -.053 -.053 2.156 2.464 92 M22 Y -.01.8 -.018 .3 .6 I93 M22 Y -.018 -.018 .6 .9 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 16 I I Company WESTGATE BAPTIST CHURCH -TIGARD,OR Au 3, 2009 Ile:Inergg g6:2 PoNumber 08 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 7: BLC 3 Transient Area Loads) (Continued) 1 Member Label Direction Start Maanitudefk/ft.d..End Macinitudefk/ft.d... Start Locationfft.%1 End Locationlft,%1 94 M22 Y -.018 -.018 .9 1.2 I 95 M22 Y -.018 -.018 1.2 1.5 96 M22 Y -.055 -.055 1.5 1.8 97 M22 Y -.037 -.037 1.8 2.1 98 M22 Y -.037 -.037 2.1 2.4 I 99 M22 Y -.018 -.018 2.4 2.7 100 M23 Y -.018 -.018 0 .308 101 M23 Y -.036 -.036 .616 .924 102 M23 Y -.036 -.036 .924 1.232 I 103 M23 Y -.036 -.036 1.232 1.54 104 M23 Y -.036 -.036 1.54 1.848 105 M23 Y -.036 -.036 1.848 2.156 106 M23 Y -.053 -.053 2.156 2.484 I 107 M23 Y -.018 -.018 2.464 2.772 108 M23 Y -.018 -.018 2.772 3.08 109 M25 Y -.018 -.018 .3 .6 110 M25 Y -.018 -.018 .9 1.2 I 111 M25 Y -.018 -.018 1.5 1.8 112 M25 Y -.037 -.037 1.8 2.1 113 M25 Y -.037 -.037 2.1 2.4 I 114 M25 Y -.018 -.018 2.7 3 115 M26 Y -.03 -.03 0 .55 116 M26 Y -.01 -.01 .55 1.1 117 M26 Y -.04 -.04 1.1 1.65 I 118 M26 Y -.01 -.01 1.65 2.2 119 M26 Y -.04 -.04 2.2 2.75 120 M26 Y -.01 -.01 2.75 3.3 121 M26 _ Y -.04 -.04 3.3 3.85 I 122. M26 Y -.01 -.01 3.85 4.4 123 M26 Y -.02 -.02 4.4 4.95 124 M26 Y -.02 -.02 4.95 5.5 125 M30 Y -.018 -.018 .616 .924 III 426 M30 Y -.036 -.036 1.232 1.54 127 M30 Y -.018 -.018 1.848 2.156 128 M30 Y -.018 -.018 2.158 2.464 129 M31 Y -.018 -.018 .308 .616 I 130 M31 Y -.018 -.018 .616 .924 131 M31 Y -.018 -.018 .924 1.232 132 M31 Y -.018 -.018 1.232 1.54 133 M31 Y -.036 -.036 1.54 1.848 I 134 M31 Y -.018 -.018 2.156 2.484 135 M33 Y -.045 -.045 .242 .484 136 M33 Y -.023 -.023 .726 .968 137 M33 Y -.045 -.045 .968 1.21 I 138 M33 Y -.045 -.045 1.21 1.452 139 M33 Y -.045 -.045 1.452 1.694 140 M33 Y -.045 -.045 1.936 2.178 141 M34 Y -.023 -.023 .242 .484 I 142 M34 Y -.023 -.023 .484 .726 143 M34 Y -.023 -.023 .726 .968 144 M34 Y -.045 -.045 .968 1.21 145 M34 Y -.045 -.045 1.21 1.452 I 146 M34 Y -.045 -.045 1.694 1.936 147 M34 Y -.023 -.023 1.936 2.178 148 M35 Y -.019 -.019 0 .284 149 M35 Y -.019 -.019 .284 .568 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 17 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:22 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 7: BLC 3 Transient Area Loads) (Continued) Member Label Direction Start Maonitudefklft.d..End Magnitudefk/ft.d... Start Locationfft.%1 End Locationfft.%1 I 150 M35 Y -.019 -.019 .568 .852 1.136 151 M35 Y -.088 -.088 .852 152 M35 Y -.019 -.019 1.136 1.42 153 M35 Y -.019 -.019 1.42 1.704 I 154 M35 Y -.019 -.019 1.704 1.988 4.8 155 M38 Y -.037 -.037 4.2 156 M38 Y -.027 -.027 4.8 5.4 157 M38 Y -.018 -.018 5.4 6 I 158 M39 Y -.018 -.018 0 .304 159 M39 Y -.036 -.036 .304 .608 160 M39 Y -.018 -.018 .608 .912 161 M39 Y -.036 -.036 .912 1.216 I 162 M39 Y -.036 -.036 1.216 1.52 163 M39 Y -.036 -.036 1.52 1.824 164 M39 Y -.036 -.036 1.824 2.129 165 M39 Y -.036 -.036 2.129 2.433 I 166 M39 Y -.036 -.036 -.036 2.433 2.737 167 M40 Y -.036 3.672 4.284 168 M40 Y -.045 -.045 4.284 4.896 169 M40 Y -.027 -.027 4.896 5.508 I 170 M40 Y -.018 -.018 5.508 6.12 171 M41 Y -.019 -.019 0 .292 172 M41 Y -.038 -.038 .292 .584 173 M41 Y -.038 -.038 .584 .876 174 M41 Y -.056 -.056 .876 1.168 175 M41 Y -.038 -.038 1.168 1.46 176 M41 Y -.056 -.056 1.46 1.752 177 M41 Y -.038 -.038 1.752 2.044 I178 M41 Y -.038 -.038 2.044 2.336 179 M41 Y -.019 -.019 2.336 2.628 180 M42 Y -.009 -.009 0 .612 I181 M42 Y -.036 -.036 .612 1.224 182 M42 Y -.054 -.054 1s224 1.836 183 M42 Y 045 .045 1.836 2.448 184 M42 Y -.054 -.054 2.448 3.06 185 M42 Y -.045 -.045 3.06 3.672 ' 186 M42 Y -.063 -.063 3.672 4.284 187 M42 Y -.036 -.036 4.284 4.896 188 M42 Y -.036 -.036 4.896 5.508 189 M42 Y -.009 -.009 5.508 6.12 ' 190 M57 Y -.04 -.04 1.8 2.025 191 M58 Y -.04 -.04 1.35 1.575 192 M58 Y -.04 -.04 1.8 2.025 193 M59 Y -.038 -.038 .716 .955 I 194 M52 Y -.191 -.191 .094 .189 195 M57 Y -.08 -.08 .675 .9 196 M45 Y -.078 -.078 .12 .24 I 197 M45 Y -.078 -.078 .36 .48 198 MM Y -.031 -.031 1.493 1.791 199 M55 Y -.024 -.024 1.912 2.294 200 M30 Y -.063 -.063 2.464 2.772 I II 201 M31 Y -.063 -.063 1.848 2.156 202 MM Y -.065 -.065 .597 .896 Member Distributed Loads (BLC 8 :BLC 4 Transient Area Loads) IMember Label Direction StartMaanitud l /ft.d EndMaanitudefk/ft d... Start Locationift%1 End Locationfft%1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 18 I IlCompany WESTGATE BAPTIST CHURCH -TIGARD, OR Au 3, 2009 elner gJFB6:2 PMb Number 09808 RETRACTABLE PLATFORM Checked By: Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%1 End Location[ft.%] 1 M22 Y -.328 -.328 1.2 1.5 I 2 M22 Y -.328 -.328 2.4 2.7 3 M30 Y -.319 -.319 .308 .616 4 M30 Y -.319 -.319 .924 1.232 5 M31 Y -.319 -.319 1.848 2.156 I 6 M35 Y -.346 -.346 852 1.136 7 M39 Y -.647 -.647 1.216 1.52 8 M39 Y -.647 -.647 2.433 2.737 9 M42 Y -.358 -.358 3.672 4.284 I 10 M42 Y -.259 -.259 4.896 5.508 11 M48 Y -.358 -.358 1.1 1.375 12 M48 Y -.715 -.715 2.2 2.475 13 M49 Y -.562 -.562 .525 .7 I 14 M23 Y -.196 -.196 0 .308 15 M23 Y -.196 -.196 .616 .924 16 M23 Y -.196 -.196 .924 1.232 17 M23 Y -.392 -.392 1.54 1.848 I 18 M23 Y -.196 -.196 1.848 2.156 19 M23 Y -.196 -.196 2.464 2.772 20 M25 Y -.201 -.201 .6 .9 I 21 M25 Y -.201 -.201 1.2 1.5 22 M25 Y -.201 -.201 1.8 2.1 23 M25 Y -.201 -.201 2.4 2.7 24 M26 Y -.11 -.11 .55 1.1 I 25 M26 Y -.11 -.11 1.1 1.65 26 M26 Y -.11 -.11 1.65 2.2 27 M26 Y -.11 -.11 2.2 2.75 28 M26 Y -.11 -.11 2.75 3.3 I 29 M26 Y -.11 -.11 3.3 3.85 30 M26 Y -.11 -.11 3.85 4.4 31 M26 Y -.11 -.11 4.4 4.95 32 M26 Y -.11 -.11 4.95 5.5 I 33 M34 Y -.25 -.25 .242 .484 34 M34 Y -.25 -.25 .726 .968 35 M34 Y -.25 -.25 .968 1.21 36 M34 Y -.25 -.25 1.452 1.694 37 M34 Y -.25 -.25 1.694 1.936 I 38 M35 Y -.213 -.213 .568 .852 39 M38 Y -.201 -.201 3 3.6 40 M38 Y -.302 -.302 3.6 4.2 I 41 M38 Y -.201 -.201 4.2 4.8 42 P438 Y -.201 -.201 4.8 5.4 43 M38 Y -.101 -.101 5.4 6 44 M39 Y -.199 -.199 .608 .912 ' 45 M39 Y -.199 -.199 .912 1.216 48 M41 Y -.621 -.621 1.752 2.044 47 1441 Y -.207 -.207 2.044 2.336 48 M42 Y -.099 -.099 0 .612 I 49 M42 Y -.197 -.197 .612 1.224 50 M42 Y -.197 -.197 1.224 1.838 51 M42 Y -.296 -.296 1.836 2.448 52 M42 Y -.197 -.197 2.448 3.08 I 53 M42 Y -.296 -.296 3.06 3.672 54 M42 Y -.197 -.197 4.284 4.898 55 1448 Y -.439 -.439 ,275 .55 56 M48 Y -.22 -.22 .55 .825 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 19 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug3, 2009 Designer JFB 6:22 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IMember Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k/ft.d... Start Location[ft.%1 End Location[ft.%] I 57 M48 Y -.22 -.22 1.375 1.65 Member Area Loads (BLC 1 : D) I Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N25A N44 N46 N29 Y Two Way -.01 2 N14 N13 N7 N9 Y Two Way -.01 3 N29 N41 N42 N33 Y Two Way -.01 I 4 5 N33 N1 N25A N29 Y Two Way -.01 Y Two Way -.01 Member Area Loads (BLC 2 : L1) I Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N7 N9 N14 N13 Y Two Way -.1 2 N1 N25A N29 N33 Y Two Way -.1 I 3 N25A N44 N46 N29 Y Two Way -.1 4 N25A N1 N38 N37 Y Two Way -.1 5 N29 N41 N42 N33 Y Two Way -.1 I Member Area Loads (BLC 3 : L2) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N1 N38 N37 N25A Y Two Way -.02 2 N1 N25A N29 N33 Y Two Way -.02 -.02 3 N25A N44 N46 N29 Y Two Way 4 N29 N41 N42 N33 Y Two Way -.02 I Member Area Loads (BLC 4 : L3) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N45 N29 N33 N2 Y Two Way -.1 Load Combinations Description Sol... PDelta SR...BLC Factor BLC Factor BLC Factor BLC Facto,BLC FactorBLC Factor BLC factor BLC Factor 1 D Yes Y - 1 1 2 D+L1 Yes Y 1 _ 1 _2 . 1_ _ 3 D+L2 Yes Y 1 1 3 1 4 D+5L2 Yes Y 1 1 3 5 I 5 D+L3 Yes Y _ 1 1 4 1 Load Combination Design I Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Masonry Footings 1 D Yes Yes Yes Yes Yes Yes 2 D+L1 Yes Yes Yes Yes Yes Yes I 3 D+L.2 Yes Yes Yes Yes Yes Yes Yes 4 D+5L2 Yes Yes Yes Yes Yes 5 D+L3 Yes Yes Yes Yes Yes Yes I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 20 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: I Envelope Joint Displacements Joint X[in] LC Y[in] LC Z[in] LC X Rotation... LC Y Rotation... LC Z Rotation[...LC I 1 N1 max .002 5 -.002 5 0 2 5.83e-3 2 -8.585e-51 3.39e-3 4 2 mit -.004 4 -.153 4 0 1 1.252e-3 1 -4.082e-4 2 2.8e-4 5 3 N2 max .002 5 0 1 .046 2 1.488e-3 2 -5.035e-5 1 8.313e-7 1 4 mit 0 4 -.001 2 .01 1 2.9438-4 1 -2.383e-4 2 -4.496e-5 5 I 5 N4 max 0 2 0 1 0 1 0 1 0 1 0 1 6 min 0 5 0 2 0 2 0 1 0 1 0 1 , 7 N5 max 0 1 0 1 .006 2 1.283e-3 2 -1.275e-5 1 3.693e-5 5 8 min 0 5 0 2 .001 1 2.832e-4 1 -6.0328e-5 2 -5.312e-7 1 I 9 N6 max .002 5 0 1 .053 2 -6.064e-4 1 -3.649e-5 1 8.437e-8 4 10 min 0 2 -.002 2 .011 1 -4.46e-3 2 -1.727e-4 2 -5.25e-8 5 11 N7 max 0 5 0 4 0 2 -6.064e-4 1 -1.152e-4 1 -5.589e-4 5 12 min 0 2 0 2 0 1 -4.48e-3 2 -5.468e-4 2 -3.645e-3 2 I 13 N9 max 0 5 0 4 0 2 -6.064e-4 1 6.958e-4 2 3.64e-3 2 14 min 0 2 0 2 0 1 -4.46e-3 2 1.486e-4 1 5.619e-4 1 15 N10 max 0 2 0 1 0 4 0 1 0 1 0 1 16 . nitlt 0 1 0 2 0 2 0 1 0 1 0 1 I 17 N12 max 0 2 -.002 1 .029 2 1.62e-3 2 3.621e-5 2 7.08e-6 2 18 mkt 0 1 -.009 2 .006 1 2.515e-4 1 7.878e-6 1 1.549e-6 1 19 N13 max 0 5 0 1 0 4 1.62e-3 2 0 1 0 1 I 20 min 0 1 0 2 0 1 2.515e-4 1 0 1 0 1 21 N14 max 0 5 0 1 0 4 1.62e-3 2 0 1 0 1 22 min 0 1 0 2 0 1 2.5158-4 1 0 1 0 1 23 N 13A max .002 5 -.009 1 .043 2 -6.064e-4 1 -8.636e-5 1 2.419e-3 2 I 24 min 0 2 -.068 2 .009 1 -4.46e-3 2 -4.099e-4 2 3.693e-4 5 25 N14A max 0 5 -.014 1 .043 2 1.62e-3 2 4.991e-6 5 1.996e-3 2 26 mkt 0 1 -.096 2 .009 1 2,515e-4 1 -1.875e-5 2 2.308e-4 4 27 N15 max 0 5 -.017 5 .028 2 -6.064e-4 1 -1.117e-4 1 2.028e-4 2 I 28 mit 0 2 -.107 2 .006 1 -4.46e-3 2 -5.308e-4 2 2.564e-5 4 29 N16 max 0 5 -.017 1 .028 2 1.62e-3 2 -1.33e-4 1 -9.543e-5 1 30 min 0 1 -.121 2 .006 1 2.515e-4 1 -6.299e-4 2 -6.50-4 2 31 N17 max 0 5 -.01 5 .01 2 -6.064e-4 1 -1.219e-4 1 -4.454e-4 5 I 32 min 0 2 -.062 2 .002 1 -4,46e-3 2 -5.785e-4 2 -2.894e-3 2 33 N18 max 0 5 -.009 1 .01 2 1.62e-3 2 -1.168e-4 1 -4.212e-4 1 34 mit 0 1 -.06 2 .002 1 2.515e-4 1 -5.55e-4 2 -2.965e-3 2 35 N19 max .002 5 -.009 1 .05 2 -6.064e-4 1 3.246e-4 2 -3.719e-4 4 36 mit 0 2 -.058 2 .011 1 -4.46e-3 2 6.833e-5 1 -2.424e-3 2 37 N20 max 0 5 -.014 1 .05 2 1.62e-3 2 -2.096e-5 1 -2.306e-4 4 38 min 0 1 -.098 2 .01 1 2.515e-4 1 -1.081e-4 4 -1.994e-3 2 39 N21 max 0 5 -.017 1 .035 2 -6.064e-4 1 6.056e-4 2 -2.464e-5 4 I 40 min 0 2 -.107 2 .007 1 -4.46e-3 2 1.275e-4 1 -1.905e-4 2 41 N22 max 0 5 -.017 1 .035 2 1.62e-3 2 7.107e-4 2 6.439e-4 2 42 min 0 1 -.121 2 .007 1 2.515e-4 1 1.501e-4 1 9.488s-5 t 43 N23 max 0 5 -.01 1 .013 2 -6.064e-4 1 7.266e-4 2 2.891e-3 2 I 44 min 0 2 -.062 2 .003 1 -4.46e-3 2 1.531e-4 1 4.475e-4 1 45 N24 max 0 5 -.009 1 .013 2 1.62e-3 2 7.006e-4 2 2.967e-3 2 _ 46 min 0 1 -.08 2 .003 1 2.515.-4 1 1.476e-4 1 4.214e-4 1 47 N25 max .002 5 .006 5 .016 2 4.47e-3 2 -1.015e-4 1 2.193e-3 4 I 48 min -.004 4 -.038 2 .003 1 9.516e-4 1 -4.7680-4 2 6.602e-5 5 49 N25A max -.012 1 -.115 1 .03 2 6.737e-3 2 -1.316e-4 1 2.092e-3 2 50 min -.065 2 -.482 2 .008 1 1.83e-3 1 -6.1540-4 2 -5.9134-4 5 51 N28 max -.008 1 -.048 1 .041 2 5.099e-3 2 -1.2340-4 1 2.455e-3 2 52 min -.036 2 -.227 2 .009 1 1.332e-3 1 -5.778e-4 2 -1.371e-4 5 53 N29 max -.012 1 -.12 1 .094 2 6.722e-3 2 -1.275e-4 1 -6.368e-4 1 54 min -.055 2 -.485 2 .02 1 1.858e-3 1 -5.959e-4 2 -2.489e-3 5 55 N32 max -.008 1 -.05 1 .083 2 5.093e-3 2 -1.365e-4 1 -6.971e-4 1 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 21 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Joint Displacements (Continued) Joint X finl LC Y finl LC Z finl LC X Rotation... LC Y Rotation... LC Z Rotation f...LC I 56 min -.036 2 -.228 2 .018 1 1.353e-3 1 -6.366e-4 2 -2.522e-3 4 57 N33 max .007 5 -.039 1 .128 2 5.921e-3 2 -1.681e-4 1 -9.257e-4 1 58 min .001 1 -.157 4 .027 1 1.366e-3 1 -7.803e-4 2 -3.476e-3 4 59 N36 max .007 5 -.009 1 .097 2 4.524e-3 2 -2.002e-4 1 -5.708e-4 1 I 60 min .001 1 -.045 5 .021 1 1.026e-3 1 -9.286e-4 2 -2.248e-3 4 61 N31 max -.007 1 -.086 1 .105 2 5.009e-3 2 -1.315e-4 1 -1.129e-3 1 62 min -.036 2 -.362 2 .023 1 1.375e-3 1 -6.167e-4 2 -4.126e-3 4 63 N32A max -.007 1 -.08 1 .019 2 5.016e-3 2 -1.278e-4 1 4.027e-3 2 I 64 min -.036 2 -.357 2 .004 1 1.336e-3. 1 -5.999e-4 2 3.685e-4 5 65 N33A max -.003 1 -.016 1 .045 2 2.712e-3 2 -1.036e-4 1 1.148e-3 4 66 min -.017 2 -.092 2 .01 1 5.295e-4 1 -4.858e-4 2 -4.723e-4 5 , 67 N34 max -.003 1 -.017 1 .064 2 2.709e-3 2 -1.574e-4 1 -2.484e-4 1 I 68 min -.016 2 -.093 2 .014 1 5.342e-4 1 -7.337e-4 2 -1.674e-3 5 69 N35 max -.003 1 -.064 1 .117 2 5.145e-3 2 -1.4e-4 1 -8.929e-4 1 70 min -.016 2 -.274 2 .025 1 1.262e-3 1 -6,565e-4 2 -2.994e-3 4 71 N36A max -.003 1 -.041 5 .007 2 5.09e-3 2 -1.058e-4 1 2.906e-3 4 I 72 min -.016 2 -.268 2 .002 1 1.173e-3 1 -4.97e-4 2 3.973e-4 5 73 N37 max -.008 1 -.094 1 .011 2 5.043e-3 2 -1.124e-4 1 4.074e-3. 2 74 min -.036 2 -.416 2 .002 1 1.346e-3 1 -5.259e-4 2 4.018e-4 5 75 N38 max -.003 1 -.045 5 .002 2 5.199e-3 2 -9.804e-5 1 2.932e-3 4 I 76 min -.016 2 -.303 2 0 1 1.192e-3 . 1 -4.636e-4 2 4.091e-4 5 77 N41 max -.007 1 -.103 1 .114 2 5.04e-3 2 -1.393e-4 1 -1.154e-3 1 78 min -.036 2 -.422 2 .025 1 1.387e-3 1 -6.527e-4 2 -4.175e-3 4 79 N42 max -.003 1 -.075 1 .125 2 5.259e-3 2 -1.458e-4 1 -9.083e-4 1 I 80 min -.016 2 -.31 2 .027 1 1.288e-3. 1 -6.79e-4 2 -3.022e-3 4 81 N41A max -.012 1 -.11 1 .043 2 6.969e-3 2 -1.312e-4 1 2.752e-4 2 82 min -.055 2 -.46 2 .009 1 1.946e-3 1 -6.069e-4 2 -1.432e-3 5 83 N42A max -.012 1 -.11 1 .063 2 7.031e-3 2 -1.273e-4 1 -2.965e-5 4 I 84 min -.055 2 -.46 2 .013 1 2.001e-3 1 -5.905e-4 2 -1.604e-3 5 85 N43 max -.012 1 -.112 1 .082 2 6.944e-3 2 -1.238e-4 1 -1.732e-4 1 86 min -.055 2 -.462 2 .018 1 1.961e-3 1 -5.779e-4 2 -1.498e-3 5 87 N44 max -.013 1 -.128 1 .046 2 6.987e-3 2 -1.274e-4 1 1.977e-4 2 I 88 min -.061 2 -.526 2 .01 1 1.955e-3 1 -5.947e-4 2 -1.488e-3 5 89 N45 max -.013 1 -.129 1 .063 2 7.045e-3 2 -1.276e-4 1 -3.956e-5 4 90 min -.061 2 -.528 2 .013 1 2.0096-3 1 -5.939e-4 2 -1.6326-3 5 I 91 N46 max -.013 1 -.13 1 .078 2 6.953e-3 2 -1.28e-4 1 -1.475e-4 1 92 , min -.061 2 -.527 2 .017 1 1.969e-3 1 -5.926e-4 2 -1.495e-3 5 93 N47 max 0 4 0 4 0 1 0 1 0 1 0 1 94 min 0 5 0 2 0 2 0 1 0 1 0 1 1 95 N48 max 0 4 0 4 0 1 0 1 0 1 0 1 96 min 0 5 0 2 0 2 0 1 0 1 0 1 97 N49 max 0 1 0 1 0 1 0 1 0 1 0 1 98 min 0 5 0 2 0 2 0 1 0 1 0 1 I99 _- __ N5Q max 0 1 _ 0 1 Q 1 0 1 0 1 0 1 100 min 0 5 0 2 0 2 0 1 0 1 0 1 101 N51 max -.002 1 -.11 1 -.059 1 6.75e-3 2 -1.312e-4 1 2.264e-3 2 102 min -.059 5 -.48 2 -.215 2 1.831e-3 1 -6.069e-4 2 -2.53e-4 5 103 N52 max -.024 1 -.112 1 -.052 1 6.693e-3 2 -1.238e-4 1 -6.352e-4 1 104 min -.092 2 -.462 2 -.178 4 1.852e-3 1 -5.7796-4 2 -2.3756-3 5 105 N53 max .002 5 0 1 .042 2 1.753e-3 2 -5.507e-5 1 -1.116e-6 1 106 min 0 4 -.001 2 .009 1 3.513e-4 1 -2.606e-4 2 -1.31e-4 5 I 107 N59 max .002 5 -.002 1 .047 2 2.424e-3 2 -7.286e-5 1 4.788e-4 4 108 min -.003 2 -.013 2 .01 1 4.453e-4 1 -3.443e-4 2 -1.424e-4 5 . 109 N60 max .003 5 -.002 1 .049 2 2.418e-3 2 -1.061e-4 1 -8.722e-5 1 110 min 0 2 -.013 2 .01 1 4.4934-4 1 -5.0268.4 2 -6.993e-4 5 1 111 N61 max .002 5 0 5 .044 _ 2 1.987e-3 2 -6.87e-5 1 1.181e-4 4 RISA-3D Version 8.0.3R:\...\...\ProJectDocs.09808\Struct Calcs\ laform V7 with outsuPPorts.r3dl Page 22 1 I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: Envelope Joint Displacements (Continued) I Joint X finl LC Y finl LC Z finl LC X Rotation... LC Y Rotation... LC Z Rotation f...LC 112 min 0 4 -.002 2 .009 1 4.031e-4 1 -3.22e-4 2 -1,111e-4 5 I 113 N62 max .003 5 0 1 .048 2 1.971e-3 2 -7.442e-5 1 -1.609e-5 1 114 min 0 1 -.002 2 .01 1 4.048e-4 1 -3.537e-4 2 -2.857e-4 5 115 N58 max 0 1 0 2 0 2 3.67e-4 4 0 1 1.95e-5 2 116 min 0 2 0 1 0 1 -9.097e-6 2 0 1 4.24e-6 1 I Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ft] LC MY[k-ft] LC MZ[k-ft] LC I 1 N7 max -.029 2 0 1 -.02 1 0 1 0 1 0 1 2 mil -3.334 5 0 1 -.094 2 0 1 0 1 0 1 3 N9 max -.029 2 0 1 -.035 1 0 1 0 1 0 1 I 4 min -3.334 5 0 1 -.168 2 0 1 0 1 0 1 5 N4 max 6.677 5 22.323 2 20.726 2 0 1 NC NC 0 1 6 min .071 2 4.325 1 4.453 1 0 1 NC NC 0 1 7 N10 max 0 1 25.873 2 .492 2 0 1 NC NC 0 1 8 min -.004 2 5.084 1 -.032 4 0 1 NC NC 0 1 9 N13 max 0 1 0 1 -.001 1 0 1 0 1 0 1 10 min 0 5 0 1 -.005 4 0 1 0 1 0 1 11 N14 max 0 1 0 1 -.002 1 0 1 0 1 0 1 I 12 min 0 5 0 1 -.008 4 0 1 0 1 0 1 13 N47 max 0 5 2.105 2 0 2 0 1 NC NC 0 1 14 min 0 4 .353 4 0 1 0 1 NC NC 0 1 15 N48 max 0 5 2.097 2 0 2 0 1 NC NC 0 1 I 16 min 0 4 .352 4 0 1 0 1 NC NC 0 1 17 N49 max 0 5 2.761 2 0 2 0 1 NC NC 0 1 18 min 0 1 .412 1 0 1 0 1 NC NC 0 1 19 N50 max 0 5 2.769 2 0 2 0 1 NC NC 0 1 I 20 min 0 1 .413 1 0 1 0 1 NC NC 0 1 21 N12 max -.003 1 0 1 0 1 0 1 0 1 0 1 22 min -.013 2 0 1 0 1 0 1 0 1 0 1 23 N1 max 0 1 0 1 -.035 1 0 1 0 1 0 1 I 24 min 0 1 0 1 -.166 2 0 1 0 1 0 1 25 N58 max .004 2 -4.192 1 -4.406 1 0 1 NC NC 0 1 26 mil 0 1 -19.963 2 -20.777 2 0 1 NC NC 0 1 27 Totals: max 0 5 37.964 2 0 2 I 28 min 0 2 6.749 1 0 1 Envelope Member Section Forces I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torquelk-ftj LC y-y Momen...LC z-z Momen...LC 1 M1 1 max .339 2 -.029 5 -.004 1 .448 2 .07 2 .044 5 2 min .072 . 1 -.733 4 -.022 2 .057 5 .015 1 -.581 4 I 3 2 max .339 2 -.041 5 -.004 1 .448 2 .053 2 .07 5 4 min .072 1 -.758 4 -.022 2 .057 5 .011 1 -.007 2 5 3 max .339 2 -.052 5 -.004 1 .448 2 .036 2 .584 4 6 min .072 1 -.838 4 -.022 2 .057 5 .008 1 .105 5 I 7 4 max .339 2 -.071 5 -.004 1 .448 2 .02 5 1.237 4 8 min .072 1 -.912 4 -.022 2 .057 5 .005 1 .15 5 9 5 max .339 2 -.086 5 -.004 1 .448 2 .008 5 1.974 4 10 min .072 1 -1.038 4 -.022 2 .057 5 .002 1 .209 5 I 11 M3 1 max 22.323 2 -.071 2 20.688 2 .716 2 0 1 0 1 12 min 4.325 1 -6.678 5 4.451 1 .151 1 0 1 0 1 13 2 max 22.319 2 -.071 2 20.688 2 .716 2 2.586 2 .835 5 14 min 4,322 1 -8.678 5 4.451 1 .151 1 .556 1 .009 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 23 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[kj LC y Shear[k] LC z Shear[k] LC Torque[k-ftj LC y-y Momen...LC z-z Momen...LC I 15 3 max 22.316 2 -.071 2 20.688 2 .716 2 5.172 2 1.67 5 16 min 4.319 1 -6.678 5 4.451 1 .151 1 1.113 1 .018 2 17 4 max 22.313 2 -.071 2 20.688 2 .716 2 7.758 2 2.504 5 18 min 4.315 1 -6.678 5 4.451 1 .151 1 1.669 1 .027 2 I 19 5 max 22.309 2 -.071 2 20.688 2 .716 2 10.344 2 3.339 5 20 min 4.312 1 -6.678 5 4.451 1 .151 1 2.226 1 .036 2 21 M4 1 max 8.002 2 3.081 5 -2.299 1 .716 2 10.341 2 3.338 5 22 min 1.046 1 .022 4 -9.823 2 .151 1 2.225 1 .036 2 I 23 2 max 7.991 2 3.081 5 -2.299 1 .716 2 6.264 2 2.059 5 24 min 1.035 1 .022 4 -9,823 2 .151 1 1.271 1 .026 2 25 3 max 7.98 2 3.081 5 -2.299 1 .716 2 2.19 4 .781 5 26 min 1.023 1 .022 4 -9.823 2 .151 1 .316 1 .003 1 I 27 28 4 max 7.969 2 3.081 5 -2.299 1 .716 2 -.638 1 .009 4 min 1.012 1 .022 4 -9.823 2 .151 1 -1.889 2 -.498 5 29 5 max 7.958 2 3.081 5 -2.299 1 .716 2 -1.592 1 0 4 30 min 1.001 1 .022 4 -9.823 2 .151 1 -5.965 2 -1.777 5 I 31 32 M5 1 max 6.873 2 -.071 2 20.546 2 -.165 1 -2.209 1 -.036 2 min 1.091 1 -6.677 5 4.417 1 -.778 2 -10.273 2 -3.338 5 33 2 max 6.87 2 -.071 2 20.546 2 -.165 1 -1.656 1 -.027 2 34 min 1.087 1 -6.677 5 4.417 1 -.778 2 -7.705 2 -2.504 5 I 35 36 3 max 6.866 2 -.071 2 20.546 2 -.165 1 -1.104 1 -.018 2 min 1.084 1 -6.677 5 4.417 1 -.778 2 -5.137 2 -1.669 5 . 37 4 max 6.863 2 -.071 2 20.546 2 -.165 1 -.552 1 -.009 2 38 min 1.081 1 -6.677 5 4.417 1 -.778 2 -2.568 2 -.835 5 I 39 5 max 6.86 2 -.071 2 20.546 2 -.165 1 0 1 0 1 40 min 1.077 1 -6.677 5 4.417 1 -.778 2 0 1 0 1 41 M6 1 max -.029 2 -.02 1 -.318 5 0 1 0 1 -.04 1 42 min -3.334 5 -.094 2 -2.073 2 0 1 0 1 -.191 2 I 43 2 max -.029 2 -.024 1 -.07 5 0 1 -.515 5 .05 2 44 min -3.334 5 -.114 2 -.394 2 0 1 -3.361 2 .011 1 45 3 max -.029 2 .001 4 1.038 2 0 1 -.518 5 .256 2 I 46 min -3.334 5 -.004 5 .155 5 0 1 -3.354 2 .054 1 47 4 max -.029 2 -.039 1 2.717 2 0 1 -.023 5 .316 2 48 min -3.334 5 -.183 2 .405 _ 5 0 1 -.175 2 .066 1 49 5 max -.029 2 -.039 1 2.95 2 0 1 6.535 2 .751 2 I 50 min -3.334 5 -.183 2 .472 5 0 1 1.016 4 .158 1 1 51 M7 max 3.334 5 .277 2 -.47 1 0 1 6.536 2 1.432 2 52 min .029 2 .059 1 -2.922 2 0 1 1.017 4 .302 1 53 2 max 3.334 5 .277 2 -.407 1 0 1 -.025 1 .773 2 I 54 min .029 2 .059 1 -2.729 2 0 1 -.184 2 .163 1 55 3 max 3.334 5 .069 2 -.154 1 0 1 -.525 1 .548 2 56 min, .029 2 .014 1 -1.01 2 0 1 -3.373 2 .116 1 57 4 max 3.334 5 .187 2 .386 2 0 1 -.517 1 .172 2 I 58 min .029 2 .04 1 .069 4 0 1 -3.342 2 .036 1 59 5 max 3.334 5 .168 2 2.064 2 0 1 0 1 -.051 1 60 min .029 2 .035 1 .32 4 0 1 0 1 -.243 2 61 M11 1 max 0 1 2.728 2 -.001 1 0 1 0 1 0 1 I 62 min 0 5 .38 1 -.005 4 0 1 0 1 0 1 63 2 max 0 1 1.075 2 .015 4 _ 0 1 .005 4 -.693 4 64 min 0 5 .156 1 .003 1 0 1 .001 1 -4.935 2 65 3 max 0 1 -.041 4 -.021 1 0 1 -.005 1 -.909 4 I 66 min 0 5 , -.294 2 -.096 2 0 1 -.024 2 -6.469 2 67 4 max 0 5 _ -2269 4 .084 2 0 1 -.043 1 -.683 4 68 min 0 1 -1.987 2 .018 1 0 1 -.2 2 -4.927 2 69 5 max 0 5 -.306 4 .084 2 0 1 0 1 0 1 I70 _ min 0 1 _ -2.154 2 .018 1 0 1 0 1 0 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 24 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I?rnergR g6:25PMNumber 08 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torauejk-ft] LC y-y Momen...LC z-z Momen...LC 71 M12 1 max 0 1 2.182 2 -.022 1 0 1 0 1 0 1 I 72 . min 0 5 .308 4 -.101 2 0 1 0 1 0 1 73 2 max 0 1 1.975 2 -.022 1 0 1 -.051 1 -.682 4 74 min 0 5 .268 4 -.101 2 0 1 -.24 2 -4.917 2 75 3 max 0 5 .322 2 _.107 2 0 1 -.01 1 -.907 4 76 min 0 1 .044 4 .023 1 0 1 -.046 2 -6.449 2 77 4 max 0 5 -.157 1 -.002 1 0 1 0 1 -.695 4 78 mint 0 1 -1.084 2 -.011 4 0 1 -.003 2 -4.955 2 79 5 max 0 5 -.381 1 .008 4 0 1 0 1 0 1 I 80 mit. 0 1 -2.737 2 .002 1 0 1 0 1 0 1 81 M10 1 max -4.32 1 .013 2 -.134 1 .001 5 0 1 .097 2 82 min -20.1 2 .003 1 -.985 2 0 1 0 1 .021 1 83 2 max -4.32 1 .013 2 -.057 1 .001 5 -.251 1 .065 2 I 84 min -20.1 2 .003 1 -.426 2 0 1 -1.897 2 .014 1 85 3 max -4.32 1 .013 2 .256 2 .001 5 -.279 1 .033 2 86 min -20.1 2 .003 1 .009 4 0 1 -2.07 2 .007 1 87 4 max -4.32 1 .013 2 .937 2 .001 5 -.096 1 0 2 I 88 min -20.1 2 .003 1 .097 4 0 1 -.619 2 -.004 5 89 5 max -4.32 1 .013 2 1.497 2 .001 5 2.556 2 -.007 1 90 min -20.1 2 .003 1 .174 4 0 1 .095 4 -.032 2 I 91 M11A 1 max -.039 1 1.445 2 0 1 -.01 1 0 1 0 1 92 min -.18 2 .183 1 0 1 -.042 2 0 1 0 1 93 2 max -.039 1 .845 2 0 1 -.01 1 0 1 -.377 1 94 min -.18 2 .103 1 0 1 -.042 2 0 1 -3.077 2 95 3 max -.039 1 0 1 0 1 -.01 1 0 1 -.499 1 I 96 min -.18 2 0 1 0 1 -.042 2 0 1 -4.062 2 97 4 max -.039 1 -.103 1 0 1 -.01 1 0 1 -.374 1 98 min -.18 2 -.845 2 0 1 -.042 2 0 1 -3.036 2 I 99 5 max -.039 1 -.183 1 0 1 -.01 1 0 1 0 1 100 min -.18 2 -1.445 2 0 1 -.042 2 0 1 0 , 1 101 M12A 1 max .111 2 1.239 2 0 1 -.012 1 0 1 0 1 102 min .024 1 .165 1 0 1 -.084 2 0 1 0 1 I 103 2 max .111 2 .68 2 0 1 -.012 1 0 1 -.328 1 104 min .024 1 .088 1 0 1 -.084 2 0 1 -2.531 2 105 3 max .111 2 0 1 0 1 -.012 1 0 1 -.433 1 106 min .024 1 -.002 2 0 1 -.084 2 0 1 -3.337 2 I 107 4 max .111 2 -.088 1 0 1 -.012 1 0 1 -.327 1 108 min .024 1 -.684 2 0 1 -.084 2 0 1 -2.521 2 109 5 max .111 2 -.161 1 0 1 -.012 1 0 1 0 1 110 min .024 1 -1.202 2 0 1 -.084 2 0 1 0 1 I 111 M13 1 max -.004 1 1.445 2 0 1 .003 1 0 1 0 1 112 min -.021 4 .183 1 0 1 -.007 2 0 1 0 1 113 2 max -.004 1 .845 2 0 1 .003 1 0 1 -.374 1 114 ntin -.021 4 .103 1 0 1 -.007 2 0 1 -3.036 2 I 115 3 max -.004 1 0 1 0 1 .003 1 0 1 -.499 1 116 mint -.021 4 0 1 0 1 -.007 2 0 1 -4.062 2 117 4 max -.004 1 -.103 1 0 1 .003 1 0 1 -.377 1 118 min -.021 4 -.845 2 0 1 -.007 2 0 1 -3.077 2 I 119 5 max -.004 1 -.183 1 0 1 .003 1 0 1 0 1 120 mint -.021 4 . -1.445 2 0 1 -.007 2 0 1 0 1 121 M14 , 1 max -.044 1 1.445 2 0 1 .043 2 0 1 0 1 122 mint -.208 2 .183 1 0 1 .01 1 0 1 0 1 123 2 max -.044 1 .845 2 0 1 .043 2 0 1 -.374 1 124 mitt -.208 2 .103 1 0 1 .01 1 0 1 -3.036 2 125 3 max -.044 1 0 1 0 1 .043 2 0 1 -.499 1 126 ogn -.208 2 0 1 0 1 .01 1 0 1 -4.062 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 25 Company : WESTGATE BAPTIST CHURCH -TIGARD, OR , 2009 Designer J FB Augg 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[kl LC Torque[k-ft] LC y-y Momen... LC z-z Momen...LC 127 4 max -.044 1 -.103 1 0 1 .043 2 0 1 -.377 1 128 min -.208 2 -.845 2 0 1 .01 1 0 1 -3.077 2 129 5 max -.044 1 -.183 1 0 1 .043 2 0 1 0 1 130 min -.208 2 -1.445 2 0 1 .01 1 0 1 0 1 I 131 M15 1 max .117 2 1.202 2 0 1 .082 2 0 1 0 1 132 min .025 1 .161 1 0 1 .012 1 0 1 0 1 133 2 max .117 2 .684 2 0 1 .082 2 0 1 -.327 1 134 min .025 1 .088 1 0 1 .012 1 0 1 -2.521 2 135 3 max .117 2 .002 2 0 1 .082 2 0 1 -.433 1 136 min .025 1 0 1 0 1 .012 1 0 1 -3.337 2 137 4 max .117 2 -.088 1 0 1 .082 2 0 1 -.328 1 138 min .025 1 -.68 2 0 1 .012 1 0 1 -2.531 2 I 139 140 5 max .117 2 -.165 1 0 1 .082 2 0 1 0 1 min .025 1 -1.239 2 0 1 .012 1 0 1 0 1 141 M16 1 max -.004 1 1.445 2 0 1 .007 2 0 1 0 1 142 min -.019 4 .183 1 0 1 -.003 1 0 1 0 1 I 143 144 2 max -.004 1 .845 2 0 1 .007 2 0 1 -.377 1 min -.019 4 .103 1 0 1 -.003 1 0 1 -3.077 2 145 3 max -.004 1 0 1 0 1 .007 2 0 1 -.499 1 146 min -.019 4 0 1 0 1 -.003 1 0 1 -4.062 2 147 4 max -.004 1 -.103 1 0 1 .007 2 0 1 -.374 1 148 min -.019 4 -.845 2 0 1 -.003 1 0 1 -3.036 2 149 5 max -.004 1 -.183 1 0 1 .007 2 0 1 0 1 150 min -.019 4 -1.445 2 0 1 -.003 1 0 1 0 1 151 M17 1 max 25.873 2 .457 2 0 1 -.003 1 0 1 0 1 152 min 5.084 1 -.056 4 -.004 2 -.013 2 0 1 0 1 153 2 max 25.865 2 .457 2 0 1 -.003 1 0 1 .04 4 154 min 5.076 1 -.056 4 -.004 2 -.013 2 -.003 2 -.323 2 I 155 156 3 max 25.857 2 .457 2 0 1 -.003 1 -.001 1 .08 4 min 5.068 1 -.056 4 -.004 2 -.013 2 -.006 2 -.647 2 157 4 max 25.849 2 .457 2 0 1 -.003 1 -.002 1 .119 4 158 min 5.06 1 -.056 4 -.004 2 -.013 2 -.009 2 -.97 2 I 159 5 max 25.841 2 .457 2 0 1 -.003 1 -.003 1 .159 4 160. min 5.052 1 -.056 4 -.004 2 -.013 2 -.012 2 -1.293 2 161 M18 1 max -.521 5 .765 2 -.004 1 .446 2 .008 5 1.974 4 'II I 162 min -5.649 4 . .101 5 -.017 2 .056 5 .002 1 .209 5 163 2 max -.521 5 .569 2 -.004 1 .446 2 -.004 1 1.054 4 164 min -5.649 , 4 .069 5 -.017 2 .056 5 -.021 2 .093 5 165 3 max -.521 5 .369 2 -.004 1 .446 2 -.009 1 .412 4 ' 166 min -5.649 4 .034 5 -.017 2 .056 5 -.044 2 .021 5 167 4 max -.521 5 .174 2 -.004 1 .446 2 -.015 1 .049 4 168 min -5.649 4 .003 5 -.017 2 .056 5 -.068 2 -.006 5 169 5 max -.521 5 .064 2 -.004 1 .446 2 -.021 1 .008 5 ' 170 min -5.649 4 -.025 5 -.017 2 . .056 5 -.091 2 -.112 , 2 171 M19A 1 max .09 2 -.408 1 .018 5 .374 4 .014 2 -.439 1 172 min .019 1 -1.564 4 -.023 2_ .107 1 _ -.037 5 -1.872 4 173 2 max .09 2 -.421 1 .018 5 .374 4 0 1 -.129 1 I 174 175 min .019 1 -1.659 4 -.023 2 .107 1 -.023 5 -.677 2 3 max .09 2 -.436 1 .018 5 .374 4 -.004 1 .592 4 176 min .019 1 -1.702 4 -.023 2 .107 1 -.02 4 .163 5 177 4 max .09 2 -.461 1 .018 5 .374 4 .004 5 1.945 4 178 min .019 1 -1.891 4 -.023 2 .107 1 -.037 2 .53 1 179 5 max .09 2 -.475 1 .018 5 .374 4 .017 5 3.394 4 180 min .019 1 -1.96 4 -.023 2 .107 1 -.054 2 .882 1 181 M20 1 max -3.736 1 1.548 2 .05 5 .094 5 -.026 1 3.513 4 I182 min -17.348 2 .331 1 .01 1 .017 1 -.113 4 .93 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 26 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC 183 2 max -3.736 1 1.451 2 .05 5 .094 5 -.018 1 2.363 4 I 184. min -17.348 2 .317 1 .01 1 .017 1 -.08 4 .68 1 185 3 max -3.736 1 1.292 2 .05 5 .094 5 -.01 1 1.308 4 186 min -17.348 2 .294 1 .01 1 .017 1 -.047 2 .445 1 187 4 max -3.736 1 1.117 2 .05 5 .094 5 .015 5 .377 4 I 188 min -17.348 2 .27 1 .01 1 .017 1 -.014 2 .227 1 189 5 max -3.736 1 1.058 2 .05 5 .094 5 .054 5 .108 5 190 min -17.348 2 , .252 1 .01 1 .017 1 .006 1 -.45 2 191 . M22 1 max .025 5 -.429 1 .036 5 -.1 1 .007 2 -.462 1 I 192 min .006 1 -1.59 4 .003 1 -.373 4 -.041 5 -1.898 4 193 2 max .025 5 -.446 1 .036 5 -.1 1 .014 2 -.135 1 194 min .006 1 -1.648 4 .003 1 -.373 4 -.014 5 -.692 4 195 3 max .025 5 -.457 1 .036 5 -.1 1 .021 4 .575 2 I 196 min .006 1 -1.727 4 .003 1 -.373 4 .005 1 .204 1 197 4 max .025 5 -.482 1 .036 5 -.1 1 .04 5 1.948 4 198 min .006 1 -1.917 4 .003 1 . -.373 4 .007 1 .557 1 199 5 max .025 5 -.496 1 .036 5 -.1 1 .067 5 3.422 4 I 200 min .006 1 -1.986 4 .003 1 -.373 4 .009 1 .924 1 201 M23 1 max -3.996 1 1.549 2 -.008 5 -.007 1 .148 2 3.546 4 202 min -17.599 4 .348 1 -.064 2 -.019 4 .032 1 .971 1 203 2 max -3.996 1 1.477 2 -.008 5 -.007 1 .099 2 2.38 4 ' 204 min -17.599 4 .331 1 -.064 2 -.019 4 .021 1 .71 1 205 3 max -3.996 1 1.317 2 -.008 5 -.007 1 .049 2 1.305 4 206 min -17.599 4 .308 1 -.064 2 -.019 4 .011 1 .464 1 I 207 4 max -3.996 1 1.143 2 -.008 5 -.007 1 .025 5 .354 4 208 min -17.599 4 .285 1 -.064 2 -.019 4 0 1 .009 5 209 5 max -3.996 1 1.034 2 -.008 5 -.007 1 .019 5 .022 1 210 min -17.599 4 .272 1 -.064 2 -.019 4 -.049 2 -.671 5 211 M25 1 max .036 4 -.168 1 -.012 1 -.112 1 .158 2 -.09 1 212. min 0 5 -.754 2 -.053 2 -.46 4 .035 1 -.64 5 213 2 max .036 4 -.178 1 -.012 1 -.112 1 .118 2 .039 1 214 min 0 5 .791 2 -.053 2 -.46 4 .026 1 -.132 5 I 215 3 max .036 4 -.193 1 -.012 1 -.112 1 .078 2 .605 2 216 min 0 5 -.834 2 -.053 2 -.48 4 .017 1 .178 1 217 4 max .036 4 -.208 1 -.012 1 -.112 1 .037 2 1.271 2 218 min 0 5 -.958 2 -.053 2 -.48 4 .008 1 .328 1 I 219 5 max .036 4 -.227 1 -.012 1 -.112 1 .007 5 2.02 2 220 min 0 5 -1.032 2 -.053 2 -.46 4 -.003 4 .492 1 221 M26 1 max -1.36 1 .782 2 -.012 1 -.112 1 .006 5 2.02 2 222 min -5.998 2 .164 1 -.058 2 -.459 2 -.003 4 .492 1 I 223 2 max -1.36 1 .585 2 -.012 1 -.112 1 -.019 1 1.08 2 224 min -5.996 2 .132 1 -.058 2 -.459 2 -.064 2 .288 1 225 3 max -1.36 1 .361 2 -.012 1 -.112 1 -.036 1 .42 4 226 min -5.998 2 .1 1 -.068 2 -.459 2 -.184 2 .129 1 I 227 4 max -1.36 1 .178 2 -.012 1 -.112 1 -.053 1 .04 4 228 min -5.998 2 .088 1 -.058 2 -.459 2 -.244 2 .015 1 229 5 max. -1.36 1 .044 1 -.012 1 -.112 1 -.07 1 -.061 1 230 min -5.998 2 -.022 5 -.058 2 -.459 2 , -.325 2 -.114 2 I 231 M28 1 max -.059 1 .469 4 .001 5 .262 2 -.002 1 1.873 4 232 min -.275 2 .09 1 -.002 2 .05 1 -.019 5 .452 1 233 2 max -.059 1 .459 4 .001 5 .262 2 -.002 1 1.523 2 234 min -.275 2 .08 1 -.002 2 .05 1 X018 5 .386 1 I 235 3 max -.059 1 .321 2 .001 5 .262 2 -.002 1 1.201 2 236 mien -.275 2 .085 1 -.002 2 .05 1 -.017 5 .329 1 237 4 max -.059 1 .281 2 .001 5 .262 2 -.002 1 .98 4 236 min_ -.275 2 .052 1 -.002 2 .05 1 -.018 5 .264 1 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 27 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen...LC I 239 5 max -.059 1 .197 4 .001 5 .262 2 -.002 1 .822 4 240 min -.275 2 .041 1 -.002 2 .05 1 -.016 5 .249 1 241 M29 1 max .081 4 .885 2 -.003 1 -.065 1 .061 5 2.392 2 242 min 0 5 .215 1 -.033 5 -.177 5 -.002 2 .577 1 I 243 2 max .081 4 .88 2 -.003 1 -.065 1 .047 5 2.006 2in 244 m , 0 5 .21 1 -.033 5 -.177 5 -.005 2 .484 1 245 3 max .081 4 .875 2 -.003 1 -.065 1 .032 5 1.622 2 246 min 0 5 .205 1 -.033 5 -.177 5 -.008 2 .393 1 I 247 4 max .081 4 .837 2 -.003 1 -.065 1 .018 5 1.243 2 248 min 0 5 .195 1 -.033 5 -.177 5 -.01 2 .306 1 249 5 max .081 4 .75 2 -.003 1 -.065 1 .004 5 .903 2 250 min 0 5 .19 1 -.033 5 -.177 5 -.013 2 .222 1 1 251 M30 252 1 max -.026 1 .466 2 -.002 1 -.059 1 .027 2 1.891 4 min -.119 2 .103 1 -.01 2 -.272 4 0 5 .472 1 253 2 max -.026 1 .443 2 -.002 1 -.059 1 .019 2 1.537 4 254 min -.119 2 .094 1 -.01 2 -.272 4 -.004 5 .397 1 I 255 3 max -.026 1 .355 2 -.002 1 -.059 1 .011 2 1.219 4 256 min -.119 2 .074 1 -.01 2 -.272 4 -.008 5 .33 1 257 4 max -.026 1 .302 2 -.002 1 -.059 1 .003 4 .958 4 258 min -.119 2 .062 1 -.01 2 -.272 4 -.011 5 .276 1 I 259 260 5 max -.026 1 .17 2 -.002 1 -.059 1 -.001 1 .79 4 min -.119 2 .041 1 -.01 2 -.272 4 -.014 5 .238 1 261 M31 1 max -.042 1 .652 4 .044 5 .293 4 -.011 1 .5 4 262 min -.192 4 .128 1 .01 1 .084 1 -.058 5 .152 1 I 263 2 max -.042 1 .594 4 .044 5 .293 4 -.003 1 .059 1 264 min -.192 4 .111 1 .01 1 .084 1 -.024 5 -.135 5 265 3 max -.042 1 .514 4 .044 5 .293 4 .021 4 -.021 1 266 min -.192 4 .099 1 .01 1 .084 1 .004 1 -.467 5 I267 4 max -.042 1 .318 4 .044 5 .293 4 .054 4 -.084 1 268 min -.192 4 .069 1 .01 1 .084 1 .012 1 -.753 5 269 5 max -.042 1 .296 4 .044 5 .293 4 .088 4 -.134 1 I 270 min -.192 4 .061 1 .01 1 .084 1 .019 1 -.98 5 271 M32 1 max -.096 1 .71 4 -.023 1 -.085 1 .119 2 .55 5 272 min -.437 2 .119 1 -.111 2 -.302 4 .025 1 .173 1 273 2 max -.096 1 .586 4 -.023 1 -.085 1 .033 2 .415 5 I 274 min -.437 2 .106 1 -.111 2 -.302 4 0 5 .029 2 275 3 max -.096 1 .529 2 -.023 1 -.085 1 -.011 1 .292 5 276 min -.437 2 .09 1 -.111 2 -.302 4 -.052 2 -.387 2 277 4 max -.096 1 .344 4 -.023 1 -.085 1 -.029 1 .182 5 I 278 min -.437 2 .075 1 -.111 2 -.302 4 -.138 2 -.69 2 279 5 max -.096 1 .296 2 -.023 1 -.085 1 -.047 1 .081 5 280 min -.437 2 .064 1 -.111 2 -.302 4 -.223 2 -.921 2 281 M33 1 max -3.722 1 .084 1 .026 5 .183 5 .051 2 .173 1 I 282 min -17.271 2 -.14 4 -.118 2 -.178 2 -.11 5 .088 2 283 2 max -3.722 1 .072 1 .026 5 .183 5 -.005 1 .186 4 284 min -17.271 2 -.206 4 -.118 2 -.178 2 -.095 5 .098 5 285 3 max -3.722 1 .056 1 .026 5 .183 5 -.02 1 .332 4 I 286 min -17.271 2 -.304 4 -.118 2 -.178 2 -.092 2 .068 5 287 4 max -3.722 1 .041 1 .026 5 .183 5 -.035 1 .561 4 288 min -17.271 2 -.429 4 -.118 2 -.178 2 -.163 2 .048 5 289 5 max -3.722 1 .028 1 .026 5 .183 5 -.048 5 .845 4 I 290 min -17.271 2 -.496 4 -.118 2 -.178 2 -.234 2 .037 1 291 M34 1 max -3.996 1 .084 1 -.071 1 .339 5 .265 2 .179 1 292 min -17.602 4 -.298 5 -.343 2 .04 1 .009 5 -.189 5 293 2 max -3.996 1 .071 1 -.071 1 .339 5 .058 2 .185 4 I294 min -17.602 4 _ -.371 5 -.343 2 .04 1 -.052 5 .029 5 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 28 111 Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Toraue[k-ft] LC y-y Momen... LC z-z Momen...LC 295 3 max -3.996 1 .056 1 -.071 1 .339 5 -.033 1 .343 4 I 296 min -17.602 4 -.507 5 -.343 2 .04 1 -.15 2 .093 1 297 4 max -3.996 1 .038 1 -.071 1 .339 5 -.076 1 .615 5 298 min, -17.602 4 -.615 5 -.343 2 .04 1 -.357 2 .065 1 299 5 max -3.996 1 .026 1 -.071 1 .339 5 -.119 1 1.008 5 300 min -17.602 4 -.658 5 -.343 2 .04 1 -.565 2 .046 1 301 M35 1 max -.043 1 -.074 1 .062 2 -.028 1 -.005 1 -.176 1 302 min -.21 4 -.406 5 .015 1 -.364 5 -.021 5 -.963 2 303 2 max -.043 1 -.085 1 .062 2 -.028 1 .026 4 -.12 1 I 304 min -.21 4 -.447 5 .015 1 -.364 5 .005 1 -.875 2 305 3 max -.043 1 -.111 1 .062 2 -.028 1 .068 2 -.049 1 306 min -.21 4 -.624 2 .015 1 -.364 5 .016 1 -.292 2 307 4 max -.043 1 -.125 1 .062 2 -.028 1 .112 2 .206 5 I 308 min -.21 4 -.692 2 .015 1 -.364 5 .026 1 .035 1 309 5 max -.043 1 -.133 1 .062 2 -.028 1 .156 2 .673 2 310 min -.21 4 -.7 2 .015 1 -.364 5 .036 1 .126 1 I 311 M36 1 max -.136 1 .055 5 .079 2 .275 4 -.034 1 .082 5 312 min -.639 2 -.385 4 .016 1 -.059 5 -.161 2 -.921 4 313 2 max -.136 1 .04 5 .079 2 .275 4 -.022 1 .048 5 314 min -.639 2 -.457 4 .016 1 -.059 5 -.105 2 -.645 2 315 3 max -.136 1 .025 5 .079 2 .275 4 -.011 1 .025 5 I 316 min -.639 2 -.596 2 .016 1 -.059 5 -.05 4 -.273 2 317 4 max -.136 1 .011 5 .079 2 .275 4 .016 5 .171 2 318 min -.639 2 -.664 2 .016 1 -.059 5 0 1 .013 5 I 319 5 max -.136 1 .003 5 .079 2 .275 4 .063 2 .646 2 320 min -.639 2 -.672 2 .016 1 -.059 5 .012 1 .007 5 321 M37 1 max -.005 1 -.157 1 -.01 1 .004 1 .058 2 -.082 1 322 min -.034 5 -.718 2 -.045 2 -.11 5 .013 1 -.46 2 I 323 2 max -.005 1 -.174 1 -.01 1 .004 1 .023 5 .095 4 324 min -.034 5 -.762 2 -.045 2 -.11 5 .005 1 .043 1 325 3 max -.005 1 -.197 1 -.01 1 .004 1 .008 5 .734 2 326 min -.034 5 -.922 2 -.045 2 -.11 5 -.011 2 .184 1 I 327 4 max -.005 1 -.218 1 -.01 1 .004 1 -.007 5 1.495 2 328 min -.034 5 -1.08 2 -.045 2 -.11 5 -.046 2 .342 1 329 5 max -.005 1 -.236 1 -.01 1 .004 1 -.017 1 2.366 2 330 min -.034 5 -1.18 2 -.045 2 -.11 5 -.08 2 .514 1 I 331 M38 1 max -.028 1 .639 2 .012 2 .002 4 .095 5 1.998 2 332 min -.118 4 .08 1 -.029 5 -.074 5 -.022 2 .412 1 333 2 max -.028 1 .384 2 .012 2 .002 4 .052 5 1.204 2 334 min -.118 4 .043 1 -.029 5 -.074 5 -.003 2 .318 1 I 335 3 max -.028 1 .002 2 .012 2 .002 4 .015 4 .922 2 336 mm -.118 4 -.01 1 -.029 5 -.074 5 .003 1 .292 1 337 4 max -.028 1 -.06 1 .012 2 .002 4 .034 2 1.228 4 338 min -.118 4 , -.417 5 -.029 5 -.074 5 -.035 5 .343 1 I 339 5 max -.028 1 -.099 _ 1 .012 2 .002 4 .052 2 2.032 4 340 min -.118 4 -.696 5 -.029 5 -.074 5 -.078 5 .465 1 341 M39 1 max .013 5 1.202 4 .033 4 .016 4 -.014 1 2.401 4 342 min -.029 2 .253 1 .007 1 -.077 5 -.061 4 .569 1 111 343 2 max .013 5 1.089 4 .033 4 .016 4 -.008 1 1.527 4 344 min -.029 2 .236 1 .007 1 -.077 5 -.037 5 .382 1 345 3 max .013 5 .943 4 .033 4 .016 4 -.003 1 .751 4 346 min -.029 2 .214 1 .007 1 -.077 5 -.02 5 .212 1 I 347 4 max .013 5 .784 4 .033 4 .016 4 .015 4 .094 4 348 min -.029 2 .191 1 .007 1 -.077 5 -.004 5 -.062 5 349 5 max .013 5 .69 4 .033 4 .016 4 .04 4 -.082 1 I 350 min -.029 2 .18 1 .007 1 -.077 5 .009 1 -.453 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\plafform(V7)withoutsupports.r3d] Page 29 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axialfkl LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC I 351 M40 1 max -.078 1 .498 2 -.002 1 .387 2 .036 5 .612 2in 352 min -.369 2 .012 5 -.01 5 .027 5 .005 1 .081 5 353 2 max -.078 1 .215 2 -.002 1 .387 2 .021 5 .086 5 354 min -.369 2 -.024 5 -.01 5 .027 5 .002 1 .021 4 I 355 3 max -.078 1 -.039 1 -.002 1 .387 2 .006 5 .166 5 356 min -.369 2 -.198 4 -.01 5 .027 5 -.003 4 .017 2 357 4 max -.078 1 -.095 1 -.002 1 .387 2 -.003 1 .675 4 358 min -.369 2 -.624 4 -.01 5 .027 5 -.016 2 .191 1 I 359 5 max -.078 1 -.134 1 -.002 1 .387 2 -.006 1 1.852 4 360 min -.369 2 -.869 4 -.01 5 .027 5 -.029 2 .372 1 361 M41 1 max -.054 1 .301 2 .133 2 0 2 .139 5 1.417 4 362 m[n -.27 2 .032 1 -.044 5 -.049 5 -.061 2 .258 1 I 363 364 2 max -.054 1 .177 2 .133 2 0 2 .107 5 1.236 4 min, -.27 2 .018 1 -.044 5 -.049 5 .01 1 .239 1 365 3 max -.054 1 .007 5 .133 2 0 2 .133 2 1.177 4 366 min -.27 2 -.012 4 -.044 5 -.049 5 .029 1 .234 1 I 367 4 max -.054 1 -.032 1 .133 2 0 2 .23 2 1.261 4 368 min -.27 2 -.23 5 -.044 5 -.049 5 .042 5 .248 1 369 5 max -.054 1 -.051 1 .133 2 0 2 .327 2 1.446 4 370 min -.27 2 -.279 5 -.044 5 -.049 5 .01 5 .279 1 I 371 M42 1 max -.005 1 .895 4 -.003 1 -.119 1 .019 5 1.891 4 372 min -.035 4 .134 1 -.013 5 -.397 2 .004 1 .396 1 373 2 max -.005 1 .637 4 -.003 1 -.119 1 0 1 .661 4 374 min -.035 4 .096 1 -.013 5 -.397 2 -.004 4 .217 1 I 375 376 3 max -.005 1 .199 4 -.003 1 -.119 1 -.004 1 .108 1 min -.035 4 .042 1 -.013 5 -.397 2 -.02 5 -.304 5 377 4 max -.005 1 -.011 1 -.003 1 -.119 1 -.009 1 .084 1 I378 min -.035 4 -.349 5 -.013 5 -.397 2 -.04 5 -.152 5 379 5 max -.005 1 -.053 1 -.003 1 -.119 1 -.013 1 .647 5 380 min -.035 4 -.61 5 -.013 5 -.397 2 -.059 5 .138 1 381 M43 1 max -.007 1 -.066 1 .15 2 .031 4 .007 2 -.003 5 382 min -.033 4 -.158 4 .033 1 -.02 5 -.014 5 -.035 4 I 383 2 max -.007 1 -.07 1 .15 2 .031 4 .052 2 .019 5 384 min -.033 4 -.161 4 .033 1 -.02 5 .01 5 .006 1 385 3 max -.007 1 -.073 1 .15 2 .031 4 .097 2 .061 4 386 min -.033 4 -.189 2 .033 1 -.02 5 .02 1 .027 1 111 387 4 max -.007 1 -.076 1 .15 2 .031 4 .142 2 .114 2 388 min -.033 4 -.193 2 .033 1 -.02 5 .03 1 .049 1 389 5 max -.007 1 -.08 1 .15 2 .031 4 .187 2 .173 2 I 390 min -.033 4 -.201 4 .033 1 -.02 5 .04 1 .073 1 391 M44 1 max -.023 1 -.047 5 .067 2 .108 2 .023 4 -.007 5 392 min -.104 4 -.149 2 .012 1 .007 5 .001 5 -.038 2 393 2 max -.023 1 -.05 5 .067 2 .108 2 .038 4 .005 1 I 394 395 min -.104 4 -.151 2 .012 1 .007 5 .008 5 0 2 3 max -.023 1 -.053 5 .067 2 .108 2 .054 4 .038 2 396 min -.104 4 -.154 2 .012 1 .007 5 .012 1 .018 5 397 4 max -.023 1 -.056 5 .067 2 .108 2 .07 4 .078 4 I 398 399 min -.104 4 -.178 4 .012 1 .007 5 .015 1 .032 5 5 max -.023 1 -.059 5 .067 2 .108 2 .086 2 .123 4 400 min -.104 4 -.181 4 .012 1 .007 5 .018 1 .046 5 401 M45 1 max -.008 1 -.041 5 -.013 1 -.01 1 -.003 1 -.016 1 I 402 min -.039 2 -.092 4 -.056 4 -.052 5 -.02 5 -.035 5 403 2 max -.008 1 -.049 5 -.013 1 -.01 1 -.006 1 .006 1 404 min -.039 2 -.147 4 -.056 4 -.052 5 -.031 4 -.022 5 405 3 max -.008 1 -.057 5 -.013 1 -.01 1 -.01 1 .059 4 I406 min -.039 _ 2 -201 4 -.056 4 -.052 5 -.048 4 -.006 5 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 30 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I DesigJFB 6:25 PM Job Nner 0 umber 9808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ftl LC y-y Momen...LC z-z Momen...LC 407 4 max -.008 1 -.061 5 -.013 1 -.01 1 -.014 1 .12 4 I 408 min -.039 2 -.205 4 -.056 4 -.052 5 -.065 4 .012 5 409 5 max -.008 1 -.064 5 -.013 1 -.01 1 -.018 1 .182 4 410 min -.039 2 -.208 4 -.056 4 -.052 5 -.081 4 . .031 5 411 M46 1 max -.008 5 -.07 1 -.005 1 -.025 1 -.006 1 -.012 1 I 412 min -.04 4 -.165 2 . -.034 4 -.113 2 -.019 2 -.041 2 413 2 max -.008 5 -.073 1 -.005 1 -.025 1 -.008 1 .005 1 414 min -.04 4 -.167 2 -.034 4 -.113 2 -,027 4 0 4 415 3 max -.008 5 -.075 1 -.005 1 -.025 1 -.009 1 .042 2 I 416 min -.04 4 -.17 2 -.034 4 -.113 2 -,036 . 4 .022 5 417 4 max -.008 5 -.078 1 -.005 1 -.025 1 -.01 1 .085 2 418 min -.04 4 -.173 2 -.034 4 -.113 2 -.044 4 .042 5 419 5 max -.008 5 -.081 1 -.005 1 -.025 1 -.012 1 .129 2 I 420 min -.04 4 -.176 2 -.034 4 -.113 2 -.053 4 .063 1 421 M47 1 max .075 4 .579 2 -.004 1 -.02 1 .036 5 .766 2 422 min .018 1 .104 1 -.027 5 -.121 5 , .003 1 .174 1 423 2 max .075 4 .533 2 -.004 1 -.02 1 .018 5 .377 2 I 424 min .016 1 .086 1 -.027 5 -.121 5 -.002 2 .109 1 425 3 max .075 4 .278 2 -.004 1 -.02 1 0 5 .104 2 428 min .016 1 .058 1 -.027 5 -.121 5 -.009 2 .06 1 427 4 max .075 4 .18 2 -.004 1 . -.02 1 -.005 1 .026 1 I 428 min .016 1 .042 1 -.027 5 -.121 5 -.019 5 -.006 4 429 5 max .075 4 .143 5 -.004 1 -.02 1 -.007 1 .004 1 430 min .016 1 .02 1 -.027 5 -.121 5 -.038 5 -.143 4 431 M48 1 max .063 4 .114 5 .021 2 .032 4 .006 5 .002 1 I 432 min .014 1 -.027 1 -.011 5 -.102 5 , -.037 2 -.171 5 433 2 max .063 4 -.047 1 .021 2 .032 4 0 5 .026 1 434 min .014 1 -.199 4 -.011 5 -102 5 -.022 2 -.21 5 I 435 3 max .063 4 -.068 1 .021 2 .032 4 -.002 1 .097 4 436 min .014 1 -.347 4 -.011 5 -.102 5 -.008 5 -.129 5 437 4 max .063 4 -.09 1 .021 2 .032 4 .008 2 .388 4 438 min .014 1 -.478 4 -.011 5 -.102 5 -.015 5 .054 5 439 5 max .063 4 -.1 1 .021 2 .032 4 .022 2 .751 4 I 440 min .014 1 -.599 4 -,011 5 -.102 5 -.023 5 .188 1 441 M49 1 max .074 5 -.19 1 .027 2 .126 4 -.002 1 .899 4 442 min .013 1 -.829 4 -.015 5 -.079 5 -.015 5 .237 1 I 443 2 max .074 5 -.204 1 .027 2 .126 4 .004 2 1.264 4 444 min .013 1 -.843 4 -.015 5 -.079 5 -.021 5 .322 1 445 3 max .074 5 -.211 1 .027 2 .126 4 .016 2 1.639 4 446 min .013 1 -.905 4 -.015 5 -.079 5 -.028 5 .414 1 I 447 4 max .074 5 -.216 1 .027 2 .126 4 .028 2 2.036 4 448 mki .013 1 -.91 4 -.015 5 -.079 5 -.034 5 .507 1 449 5 max .074 5 -.221 1 .027 2 .126 4 .039 2 2.436 4 450 min .013 1 -.915 4 -.015 5 -.079 5 -.041 5 .603 1 I 451 M50 1 max .008 2 .153 2 .015 5 .059 2 -.006 1 .164 2 452 min -.016 5 .068 1 -.003 2 .017 1 -.033 5 .064 1 453 2 max .008 2 .15 2 .015 5 .059 2 -.006 1 .129 2 454 min -.016 5 .065 1 -.003 2 013 _ 1 -.029 5 .049 1 I 455 3 max .008 2 .148 2 .015 5 .059 2 -.006 1 .093 2 456 min -.016 5 .062 1 -.003 2 .017 1 -.028 5 .034 1 457 4 max .008 2 .145 2 .015 5 .059 2 -.007 1 .059 2 458 min -.016 5 .059 1 -.003 2 .017 1 -.022 5 .019 1 459 5 max .008 2 .142 2 .015 5 .059 2 -.007 1 .025 2 480 min -.016 5 .057 1 -.003 2 .017 1 -.021 2 .006 1 461 M51 1 max -.009 1 .072 4 .042 5 .035 5 .012 2 .054 4 I 462 min -.033 2 .029 5 -.013 2 .002 1 -.044 5 .02 5 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 31 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Toraue[k-ft] LC y-y Momen...LC z-z Momen...LC I 463 2 max -.009 1 .07 4 .042 5 .035 5 .009 2 .04 4 464 min -.033 2 .027 5 -.013 2 .002 1 -.036 5 .014 5 465 3 max -.009 1 .068 4 .042 5 .035 5 .007 2 .026 4 466 min -.033 2 .024 5 -.013 2 .002 1 -.027 5 .009 5 I 467 4 max -.009 1 .065 4 .042 5 .035 5 .004 4 .013 4 468 min -.033 2 .022 5 -.013 2 .002 1 -.019 5 .004 5 469 5 max -.009 1 .063 4 .042 5 .035 5 .002 4 0 5 470 min -.033 2 .02 5 -.013 2 .002 1 -.01 5 0 4 I 471 M52 1 max .01 5 .213 4 .008 5 0 5 .029 2 .158 4 472 min -.013 2 .044 5 -.01 2 -.075 4 -.008 5 .026 5 473 2 max .01 5 .111 4 .008 5 0 5 .027 2 .117 4 474 min -.013 2 .032 5 -.01 2 -.075 4 -.006 5 .017 5 I 475 476 3 max .01 5 .109 4 .008 5 0 5 .025 4 .091 4 min -.013 2 .03 5 -.01 2 -.075 4 -.004 5 .009 5 477 4 max .01 5 .106 4 .008 5 0 5 .022 4 .066 4 478 min -.013 2 .027 5 -.01 2 -.075 4 -.002 5 .003 5 I 479 5 max .01 5 .103 4 .008 5 0 5 .02 4 .041 4 480 min -.013 2 .024 5 -.01 2 -.075 4 0 5 -.003 5 481 M53 1 max .16 4 .054 4 -.002 1 0 1 -.008 1 .015 1 482 min .032 1 .035 1 -.009 4 0 5 -.011 2 .003 5 I 483 484 2 max .16 4 .04 4 -.002 1 0 1 .001 5 0 1 m[n .032 1 .021 1 -.009 4 0 5 0 2 -.02 5 485 3 max .16 4 .025 4 -.002 1 0 1 .007 5 -.009 1 486 m[n .032 1 .007 1 -.009 4 0 5 .003 1 -.035 5 I 487 488 4 max .16 4 .011 4 -.002 1 0 1 .007 2 -.01 1 min .032 1 -.007 1 -.009 4 0 5 .002 1 -.046 2 489 5 max .16 4 -.003 4 -.002 1 0 1 .004 2 -.003 1 490 m[n .032 1 -.021 1 -.009 4 0 5 -.004 1 -.051 2 I 491 MM 1 max .139 4 .161 2 -.001 1 0 4 -.014 1 .062 2 492 min .029 1 .048 1 -.007 5 0 1 -.045 4 .021 5 493 2 max .139 4 .091 2 -.001 1 0 4 .011 2 0 1 494 min .029 1 .026 1 -.007 5 0 1 .001 1 -.033 2 I 495 3 max .139 4 .021 5 -.001 1 0 4 .022 2 -.01 1 496 min .029 1 .005 1 -.007 5 0 1 .006 1 -.056 2 497 4 max .139 4 0 5 -.001 1 0 4 .009 5 -.006 1 I 498 min .029 1 -.049 4 -.007 5 0 1 .002 1 -.048 5 499 5 max .139 4 -.018 5 -.001 1 0 4 .001 5 .01 1 500 min .029 1 -.065 4 -.007 5 0 1 -.018 4 -.045 5 501 M55 1 max .118 4 .036 1 .018 4 0 5 -.016 5 .035 4 I 502 m[n .024 1 .024 5 .004 1 0 2 -.026 4 .02 5 503 2 max .118 4 .014 1 .018 4 0 5 0 1 .032 4 504 min .024 1 .002 5 .004 1 0 2 -.004 4 .008 1 505 3 max .118 4 -.007 1 .018 4 0 5 .007 2 .047 4 I 506 m]n .024 1 -.02 5 .004 1 0 2 .002 5 .007 1 507 4 max .118 4 -.034 1 .018 4 0 5 -.002 1 .112 4 508 min .024 1 -.091 4 .004 1 0 2 -.014 4 .027 , 1 509 5 max .118 4 -.055 1 .018 4 0 5 -.022 1 .203 4 I 510 min .024 1 -.112 4 .004 1 0 2 -.051 4 .065 1 511 M56 1 max -.005 1 .092 4 -.008 1 0 1 -.013 1 .181 4 512 min -.054 5 .045 1 -.028 4 0 5 -.031 4 .055 1 513 2 max -.005 1 .078 4 -.008 1 0 1 -.004 1 .129 4 I 514 min -.054 5 .031 1 -.028 4 0 5 -.018 4 .033 1 515 3 max -.005 1 .065 4 -.008 1 0 1 0 1 .084 4 516 min -.054 5 .018 1 -.028 4 0 5 -.01 4 .019 1 , 517 4 max -.005 1 .051 4 -.008 1 0 1 0 1 .046 4 I518 min -.054 5 .004 1 -.028 4 0 5 -.005 4 .011 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 32 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) I Member Sec Axial[kl LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen...LC 519 5 max -.005 1 .038 4 -.008 1 0 1 -.006 5 .014 2 I 520 min -.054 5 -.01 1 -.028 4 0 5 -.006 1 .006 5 521 M57 1 max -.009 1 .141 4 -.001 5 0 4 -.004 5 .096 4 522 min -.044 5 .032 5 -.017 4 0 5 -.034 4 .004 5 523 2 max -.009 1 .128 4 -.001 5 0 4 .003 5 .027 4 I 524 min -.044 5 .019 5 -.017 4 0 5 -.001 4 -.008 5 525 3 max -.009 1 .016 4 -.001 5 0 4 .009 4 0 1 526 min -.044 5 -.003 5 -.017 4 0 5 .003 1 -.012 5 527 4 max -.009 1 .004 4 -.001 5 0 4 .004 4 -.002 1 ' 528 min -.044 5 -.016 5 -.017 4 0 5 0 5 -.017 4 529 5 max -.009 1 -.021 1 -.001 5 0 4 -.005 1 .004 5 530 min -.044 5 -.059 2 -.017 4 0 5 -.013 2 -.007 4 531 M58 1 max -.003 5 .016 1 .016 2 0 1 .003 5 0 1 I 532 min -.05 2 -.013 5 .005 1 0 5 -.005 4 -.031 5 533 2 max -.003 5 .004 1 .016 2 0 1 .004 5 -.003 1 534 min -.05 2 -.026 5 .005 1 0 5 0 1 -.018 5 535 3 max -.003 5 -.009 1 .016 2 0 1 .005 4 .002 5 I.536 min -.05 2 -.039 5 .005 1 0 5 .002 5 0 1 537 4 max -.003 5 -.027 1 .016 2 0 1 0 1 .029 5 538 min -.05 2 -.083 2 .005 1 0 5 -.005 5 .01 1 III539 5 max -.003 5 -.044 1 .016 2 0 1 -.009 1 .09 2 540 min -.05 2 -.146 2 .005 1 0 5 -.029 2 .028 1 541 M59 1 max .024 5 .013 1 .029 2 0 _ 2 -.006 5 .026 2 542 min -.049 2 -.003 5 .008 1 0 5 -.015 2 .01 1 543 2 max .024 5 0 1 .029 2 0 2 0 1 .041 2 I 544 min -.049 2 -.017 5 .008 1 0 5 -.003 2 .01 1 545 3 max .024 5 -.019 1 .029 2 0 2 0 1 .077 2 546 min -.049 2 -.08 2 .008 1 0 5 -.005 2 .017 1 I 547 4 max .024 5 -.032 1 .029 2 0 2 -.004 1 .13 2 548 min -.049 2 -.093 2 .008 1 0 5 -.018 2 .033 1 549 5 max .024 5 -.046 1 .029 2 0 2 -.013 1 .19 2 550 min -.049 2 -.107 2 .008 1 0 5 -.035 2 .055 1 ' 551 M60 1 max .24 2 .109 2 -.004 1 0 2 -.02 1 .2 2 552 min .052 1 . .052 1 -.018 2 0 5 -.049 2 .061 1 553 2 max .24 2 .088 2 -,004 1 0 2 -.002 1 .113 4 554 min .052 1 .03 1 -.018 2 0 5 -.015 4 .028 1 555 3 max .24 2 .056 4 -.004 1 0 2 .006 2 .05 4 558 ,min .052 1 .009 1 -.018 2 0 5 .001 5 .008 _ 1 557 4 max .24 2 -.003 2 -.004 1 0 2 0 1 .031 2 558 min .052 1 -.013 1 -.018 2 0 5 -.005 2 .008 1 I 559 5 max .24 2 -.024 2 -.004 1 0 2 -.015 1 .042 4 580 min .052 1 -.046 4 -.018 2 0 5 -.032 4 .025 1 561 M61 1 max .34 2 .111 4 0 4 0 1 -.007 1 .053 5 562 min .075 1 .031 , 1 -.006 5 0 4 -.014 2 0 4 I 563 2 max .34 2 .047 2 0 4 0 1 .01 4 .028 5 564 min .075 1 .014 1 -.006 5 0 4 -.003 5 -.036 4 565 3 max .34 2 .011 5 0 4 0 1 .02 2 .013 5 566 min .075 1 -.038 4 -.006 5 0 4 .001 5 -.053 2 I 567 4 max .34 2 -.006 5 0 4 0 1 .008 2 .009 5 568 min .075 1 -.083 2 -.006 5 0 4 -.002 5 -.034 2 569 5 max .34 2 -.023 5 0 4 0 1 -.011 1 .052 2 570 min .075 1 -.148 2 -.006 5 0 4 -.045 2 .018 5 I 571 M62 1 max .374 2 .024 5 .015 4 0 4 0 2 .008 5 572 min .08 1 0 2 .003 5 0 5 -.008 5 -.056 2 573 2 max .374 2 .01 5 .015 4 0 4 .006 4 0 5 574 min .08 1 -.015 2 .003 5 0 5 0 5 -.051 4 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 33 I I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[kl LC z Shear[k] LC Toraue[k-ftl LC y-y Momen...LC z-z Momen...LC 1 I 575 3 max .374 2 -.004 5 .015 4 0 4 .01 4 0 5 576 min .08 1 -.043 4 .003 5 0 5 .002 5 -.038 4 577 4 max .374 2 -.018 5 .015 4 0 4 .002 2 .007 5 578 min .08 1 -.057 4 .003 5 0 5 0 5 -.007 2 I 579 5 max .374 2 -.032 5 .015 4 0 4 -.007 5 .032 4 580 min .08 1 -.071 4 .003 5 0 5 -.012 4 .017 1 581 M63 1 max 2.105 2 0 1 0 1 .191 2 0 1 0 1 582 min .353 4 0 1 0 1 .04 1 0 1 0 1 I 583 2 max 2.097 2 0 1 0 1 .191 2 0 1 0 1 584 min .345 4 0 1 0 1 .04 1 0 1 0 1 585 3 max 2.089 2 0 1 0 1 .191 2 0 1 0 1 586 min .337 4 0 1 0 1 .04 1 0 1 0 1 I 587 588 4 max 2.081 2 0 1 0 1 .191 2 0 1 0 1 min .328 4 0 1 0 1 .04 1 0 1 0 1 589 5 max 2.073 2 0 1 0 1 .191 2 0 1 0 1 590 min .32 4 0 1 0 1 .04 1 0 1 0 1 I 591 MM 1 max 2.761 2 0 1 0 1 0 1 0 1 0 1 592 min .412 1 0 1 0 1 0 1 0 1 0 1 593 2 max 2.753 2 0 1 0 1 0 1 0 1 0 1 594 m[n .404 1 0 1 . 0 1 0 1 0 1 0 1 I 595 3 max 2.744 2 0 1 0 1 0 1 0 1 0 1 596 min .396 1 0 1 0 1 0 1 0 1 0 1 597 4 max 2.736 2 0 1 0 1 0 1 0 1 0 1 598 min .388 1 0 1 0 1 0 1 0 1 0 1 I 599 5 max 2.728 2 0 1 0 1 0 1 0 1 0 1 600 min .38 1 0 1 0 1 0 1 0 1 0 1 601 M65 1 max 2.769 2 0 1 0 1 0 1 0 1 0 1 602 min .413 1 0 1 0 1 0 1 0 1 0 1 I 603 2 max 2.761 2 0 1 0 1 0 1 0 1 0 1 604 min .405 1 0 1 0 1 0 1 0 1 0 1 605 3 max 2.753 2 0 1 0 1 0 1 0 1 0 1 I 606 min .397 1 0 1 0 1 0 1 0 1 0 1 607 4 max 2.745 2 0 1 0 1 0 1 0 1 0 1 608 min .389 1 0 1 0 1 0 1 0 1 0 1 609 5 max 2.737 2 0 1 0 1 0 1 0 1 0 1 I 610 m[n .381 1 0 1 0 1 0 1 0 1 0 1 611 M66 1 max 2.097 2 0 1 0 1 -.051 1 0 1 0 1 612 min .352 4 0 1 0 1 -.243 2 0 1 0 1 613 2 max 2.089 2 0 1 0 1 -.051 1 0 1 0 1 I 614 min .344 4 0 1 0 1 -.243 2 0 1 0 1 615 3 max 2.08 2 0 1 0 1 -.051 1 0 1 0 1 616 min .336 4 0 1 0 1 -.243 2 0 1 0 1 617 4 max 2.072 2 0 1 0 1 -.051 1 0 1 0 1 I 618 min .328 4 0 1 0 1 -.243 2 0 1 0 1 619 5 max 2.064 2 0 1 0 1 -.051 1 0 1 0 1 620 min .319 4 0 1 0 1 -.243 2 0 1 0 1 621 M69 1 max -.01 2 0 1 0 1 , 0 1 0 1 0 1 I 622 623 min -.01 1 0 1 0 1 0 1 0 1 0 1 2 max -.012 2 0 1 0 1 0 1 0 1 0 1 624 min -.012 1 0 1 0 1 0 1 0 1 0 1 625 3 max -.014 2 0 1 0 1 0 1 0 1 0 1 I 626 627 min -.014 1 0 1 0 1 0 1 , 0 1 0 1 4 max -.016 2 0 1 0 1 0 1 0 1 0 1 628 min -.016 1 0 1 0 1 0 1 0 1 0 1 629 5 max -.018 2 0 1 0 1 0 1 0 1 0 1 I630 min -.018 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 34 I I I?Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 e:Iner2 gJ6:25PMoNumber : 008 RETRACTABLE PLATFORM Checked By: Envelope Member Section Forces (Continued) I Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen...LC z-z Momen...LC 631 M70 1 max -.01 2 0 1 0 1 0 1 0 1 0 1 I 632 min -.01 1 0 1 0 1 0 1 0 1 0 1 633 2 max -.012 2 0 1 0 1 0 1 0 1 0 1 634 min -.012 1 0 1 0 1 0 1 0 1 0 1 635 3 max -.014 2 0 1 0 1 0 1 0 1 0 1 I 636 min -.014 1 0 1 0 1 0 1 0 1 0 1 637 4 max -.016 2 0 1 0 1 0 1 0 1 0 1 638 min -.016 1 0 1 0 1 0 1 0 1 0 1 639 5 max -.018 2 0 1 0 1 0 1 0 1 0 1 I 640 min -.018 1 0 1 0 1 0 1 0 1 0 1 641 M69A 1 max .004 2 .002 3 0 1 0 1 0 1 0 1 642 min .004 5 .002 5 0 2 0 1 0 1 0 1 643 2 max .002 2 .001 3 0 1 0 1 0 3 -.001 5 I 644 min .002 5 .001 5 0 2 0 1 0 5 -.001 3 645 3 max 0 2 0 1 0 1 0 1 .001 3 -.002 5 646 min 0 5 0 1 0 1 0 1 .001 5 -.002 3 647 4 max -.002 2 -.001 3 0 1 0 1 0 3 -.001 5 I 648 min -.002 5 -.001 5 0 2 0 1 0 5 -.001 3 649 5 max -.004 2 -.002 3 0 1 0 1 0 1 0 1 650 min . -.004 5 -.002 5 0 2 0 1 0 1 0 1 I 651 M70A 1 max .004 1 .004 4 0 5 0 1 0 1 0 1 652 min .004 2 .004 3 0 4 0 1 0 1 0 1 653 2 max .002 1 .002 4 0 5 0 1 .001 4 -.002 3 654 min .002 2 .002 3 0 4 0 1 .001 3 -.002 4 I 655 3 max 0 1 0 1 0 1 0 1 .002 4 -.003 3 656 min 0 2 0 1 0 1 0 1 .002 3 -.003 4 657 4 max -.002 1 -.002 4 0 5 0 1 .001 4 -.002 3 658 min -.002 2 -.002 3 0 4 0 1 .001 3 -.002 4 659 5 max -.004 1 -.004 4 0 5 0 1 0 1 0 1 I 660 min -.004 2 -.004 3 0 4 0 1 0 1 0 1 661 M71 1 max .004 1 .004 4 0 2 0 1 0 1 0 1 662 min .004 2 .004 3 0 3 0 1 0 1 0 1 663 2 max .002 1 .002 4 0 2 0 1 .001 4 -.002 3 664 min .002 2 .002 3 0 3 0 1 .001 3 -.002 4 665 3 max 0 1 0 1 0 1 0 1 .002 4 -.003 3 666 min 0 2 0 1 0 1 0 1 .002 3 -.003 4 667 4 max -.002 1 -.002 4 0 2 0 1 .001 4 -.002 3 668 min -.002 2 -.002 3 0 3 0 1 .001 3 -.002 4 669 5 max -.004 1 -.004 4 0 2 0 1 0 1 0 1 670 min -.004 2 -.004 3 0 3 0 1 0 1 0 1 I 671 M72 1 max .004 5 .002 2 0 2 0 1 0 1 0 1 672 min .004 1 .002 4 0 1 0 1 0 1 0 1 673 2 max .002 5 .001 2 0 2 0 1 0 2 -.001 4 674 min .002 1 .001 4 0 1 0 1 0 4 -.001 2 I 675 3 max 0 5 0 1 0 1 0 1 .001 2 -.002 4 676 min 0 1 0 1 0 1 0 1 .001 4 -.002 2 677 4 max -.002 5 -.001 2 0 2 0 1 0 2 -.001 4 678 min -.002 1 -.001 4 0 1 0 1 0 4 -.001 2 I 679 5 max -.004 5 -.002 2 0 2 0 1 0 1 0 1 680 min -.004 1 -.002 4 0 1 0 1 _ 0 1 0 1 681 M73 1 max 6.877 2 -.071 2 20.542 2 -.165 1 -2.96 1 -.048 2 682 min 1.095 1 -8.876 5 4.417 1 -.778 2 -13.765 2 -4.473 5 I 683 2 max 6.876 2 -.071 2 20.542 2 -.165 1 -2.772 1 -.045 2 684 min 1.094 1 -6.676 5 4.417 1 -.778 2 -12.892 2 -4.19 5 685 3 max 6.875 2 -.071 2 20.542 2 -.165 1 -2.584 1 -.042 2 686 min 1.093 1 -6.678 5 4.417 1 -.778 2 -12.019 2 -3.908 5 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 35 1 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC y finl LC z finl LC x Rotate fr... LC fn)LA/Ratio LC fn)Liz Ratio LC I 14 min 0 2 0 1 0 1 -1.508e-5 2 NC 1 NC 1 15 3 max 0 1 0 5 .003 2 -6.374e-6 1 NC 5 2050.845 2 16 min 0 2 0 1 0 1 -3.016e-5 2 NC 1 9213.652 1 17 4 max 0 1 0 5 .005 2 -9.562e-6 1 NC 5 1319.959 2 I 18 min 0 2 0 1 .001 1 -4.524e-5 2 NC 1 5936.923 1 19 5 max 0 1 0 5 .006 2 -1.275e-5 1 NC 5 944.264 2 20 min 0 2 0 1 .001 1 -6.032e-5 2 NC 1 4253.456 1 21 M4 1 max 0 1 0 5 .006 2 -1.275e-5 1 NC 5 NC 2 I 22 min 0 2 0 1 .001 1 -6.032e-5 2 NC 1 NC 1 . 23 2 max 0 1 0 5 .014 2 -2.333e-5 1 NC 5 2624.376 2 24 min 0 2 0 1 .003 1 -1.104e-4 2 NC 1 NC 1 25 3 max 0 1 0 4 .023 2 -3.391e-5 1 NC 4 1181.549 2 I 26 min 0 2 0 5 .005 1 -1.604e-4 2 NC 5 5424.907 1 27 4 max 0 1 0 4 .033 2 -4.449e-5 1 NC 4 745.668 2 28 min -.001 2 -.001 5 .007 1 -2.105e-4 2 NC 5 3456.573. 1 29 5 max 0 1 0 4 .042 2 -5.5070-5 1 NC 4 552.361 2 I 30 min -.001 2 -.002 5 .009 1 -2.606e-4 2 7204.849 5 2592.73 1 31 M5 1 max 0 1 0 4 .046 2 -5.035e-5 1 NC 4 NC 2 32 min -.001 2 -.002 5 .01 1 -2.383e-4 2 NC 5 NC 1 33 2 max 0 1 0 4 .048 2 -4.689e-5 1 NC 4 NC 2 I 34 35 min -.001 2 -.002 5 .01 1 -2.219e-4 2 NC 5 NC 1 3 max 0 1 0 2 .05 2 -4.342e-5 1 NC 2 NC 2 36 min -.001 2 -.002 5 .011 1 -2.055e-4 2 NC 5 NC 1 37 4 max 0 1 0 2 .052 2 -3.995e-5 1 NC 2 NC 2 I 38 min -.001 2 -.002 5 .011 1 -1.891e-4 2 NC 5 NC 1 39 5 max 0 1 0 2 .053 2 -3.649e-5 1 NC 2 NC 2 40 min -.002 2 -.002 5 .011 1 -1.727e-4 2 NC 5 NC 1 41 M6 1 max 0 1 0 1 0 2 -6.064e-4 1 NC 1 NC 2 I42 min 0 1 0 1 0 4 -4.46e-3 2 NC 1 NC 4 43 2 max 0 5 .016 2 .087 2 -6.064e-4 1 NC 2 1317.331 2 44 min 0 2 .003 1 .013 5 -4.46e-3 2 NC 1 8603.453 5 45 3 max .001 5 .032 2 .103 2 -6.064e-4 1 NC 2 1118.14 2 I46 . min 0 2 .007 1 .016 5 -4.46e-3 2 NC 1 7291.02 5 47 4 max .002 5 .045 2 .049 2 -6.064e-4 1 NC 2 2374.062 2 48 . min 0 2 .009 1 .008 1 -4.46e-3 2 NC 1 NC 1 I 49 5 max .002 5 .053 2 .002 2 -6.064e-4 1 NC 2 NC 2 50 min 0 2 .011 1 0 1 -4.46e-3 2 NC 1 NC 1 51 M7 1 max .002 5 .053 2 .002 2 -6.064e-4 1 NC 2 NC 2 52 min 0 2 .011 1 0 1 -4.46e-3 2 NC 1 NC 1 I 53 2 max .002 5 .051 2 .05 2 -6.064e-4 1 NC 2 2364.854 2 54 min 0 2 .011 1 .008 1 -4.46e-3 2 NC 1 NC 1 55 3 max .001 5 .039 2 .103 2 -6.064e-4 1 9316.119 2 1116.379 2 56 min 0 2 .008 1 .016 1 -4.46e-3 2 NC 1 7207.499 1 I 57 4 max 0 5 .02 2 .087 2 -6.064e-4 1 NC 2 1318.729 2 58 min 0 2 .004 1 .014 1 -4.46e-3 2 NC 1 8524.81 1 59 5 max 0 1 0 1 0 2 -6.064e-4 1 NC 1 NC 2 60 min. 0 1 0 1 0 4 -4.46e-3 2 NC 1 NC 4 I 61 M11 1 max 0 1 0 1 0 1 1.62e-3 2 NC 1 NC 1 62 min 0 1 0 2 . 0 1 2.515e-4 1 NC 2 NC 1 63 2 max 0 1 -.013 1 .016 2 1.62e-3 2 9530.831 1 NC 2 64 min 0 1 -.088 2 .003 1 2.515e-4 1 1338.964 2 NC 1 I 65 3 max 0 1 -.018 1 .033 2 1.62e-3 2 6841.666 1 6121.214 2 66 min 0 1 -.124 2 .007 1 2.515e-4 1 961.3 2 NC 1 67 4 max 0 1 -.013 1 .043 _ 2 1.62e-3 2 9669.328 1 5297.776 2 68 min 0 1 -.091 2 .009 1 2.515®-4 1 1357.233 2 NC 1 I69 5 max 0 1 -.002 1 .029 2 1.62e-3 2 NC 1 NC 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 38 I I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x fin! LC v fin! LC z fin! LC x Rotate fr... LC (n)Uv Ratio LC In)Liz Ratio LC 70 min 0 1 -.009 2 .006 1 2.515e-4 1 NC 2 NC 1 I 71 M12 1 max 0 1 -.002 1 .029 2 1.62e-3 2 NC 1 NC 2 72 min 0 1 -.009 2 .006 1 2.515e-4 1 NC 2 NC 1 73 2 max 0 1 -.013 1 .049 2 1.62e-3 2 9675.976 1 4126.562 2 74 rMn 0 1 -.091 2 .01 1 2.515e-4 1 1358.701 2 NC 1 I 75 3 max 0 1 -.018 1 .04 2 1.62e-3 2 6844.373 1 4446.68 2 76 . min 0 1 -.123 2 .008 1 2.515e-4 1 961.908 2 NC 1 77 4 max 0 1 -.013 1 .02 2 1.62e-3 2 9527.239 1 8780.236 2 78 min 0 1 -.088 2 .004 1 2.515e-4 1 1338.214 2 NC 1 I 79 5 max 0 1 0 1 0 1 1.62e-3 2 NC 1 NC 1 80 min 0 1 0 2 0 1 2.515e-4 1 NC 2 NC 1 81 M10 1 max -.011 1 .002 5 .002 2 5.25e-6 5 NC 5 NC 2 82 min -.053 2 0 2 0 1 -8.437e-8 4 NC 2 NC 1 I 83 2 max -.01 1 .003 5 .118 2 2.698e-6 5 NC 5 1051.001 2 84 min -.047 2 0 1 .016 1 -1.797e-6 4 NC 1 7769.847 1 85 3 max -.009 1 .003 2 .15 2 1.451e-7 5 NC 2 826.537 2 86 min -.041 2 0 1 .021 1 -3.51e-6 4 NC 1 6045.236 1 87 4 max -.007 1 .002 2 .091 2 -1.101e-6 1 NC 2 1435.035 2 88 min -.035 2 0 1 .013 1 -5.2230-6 4 NC 1 NC 1 89 5 max -.006 1 0 1 .009 2 -1.549e-6 1 NC 1 NC 2 I 90 mint -.029 2 0 1 .002 1 -7.080-6 2 NC 1 NC 1 91 M11A 1 max -.009 1 -.009 1 .002 5 -3.693e-4 5 NC 1 NC 5 92 min -.043 2 -.058 2 0 2 -2.419e-3 2 NC 2 NC 2 93 2 max -.009 1 -.039 1 .001 5 -3.363e-4 4 4233.16 1 NC 5 I 94 min -.043 2 -.299 2 0 2 -2.3130-3 2 520.469 2 NC 2 95 3 max -.009 1 -.051 1 0 5 -3.0110-4 4 3018.015 1 NC 5 96 mit -.043 2 -.401 2 0 2 -2.208e-3 2 371.148 2 NC 2 97 4 max -.009 1 -.041 1 0 5 -2.66e-4 4 4243.963 1 NC 5 I 98 mit -.043 2 -.318 2 0 2 -2.102e-3 2 522.267 . 2 NC 2 99 5 max -.009 1 -.014 1 0 1 -2.308e-4 4 NC 1 NC 1 100 min -.043 2 -.098 2 0 1 -1.996e-3 2 NC 2 NC 1 101 M12A 1 max -.006 1 -.017 5 0 5 -2.564e-5 4 NC 5 NC 5 I 102 min -.028 2 -.107 2 0 2 -2.0288-4 2 NC 2 NC 2 103 2 max -.006 1 -.041 1 0 5 1.592e-5 4 4866.883 1 NC 5 104 min -.028 2 -.301 2 0 2 8.787e-7, 1 631.718 2 NC 2 105 3 max -.006 1 -.052 1 0 5 2.236e-4 2 3469.226 1 NC 5 106 min -.028 2 -.381 2 0 2 3.239e-5 1 450.39 . 2 NC 2 4max1 -. 2 1 0 5 4. -4 4871.149 NC 5 ' 107 -.006 Q4 368e 2 1 108 mint -.028 2 -.307 2 0 2 6.391e-5 1 632.509 2 NC 2 109 5 max -.006 1 -.017 1 0 1 6.5e-4 2 NC 1 NC 1 110 min -.028 2 -.121 2 0 1 9.5438-5 1 NC 2 NC 1 I 111 M13 1 max -.002 1 -.01 5 0 5 2.894e-3 2 NC 5 NC 5 112 min -.01 2 -.062 2 0 2 4.4548-4 5 NC 2 NC 2 113 2 max -.002 1 -.038 1 0 5 2.912e-3 2 4243,963 1 NC 5 I 114 milt -.01 2 -.291 2 0 2 4.41e-4 1 522.267 2 NC 2 115 3 max -.002 1 -.049 1 0 5 2.93e-3 2 3018.015 1 NC 5 118 mire -.01 2 -.384 2 0 2 4.344e-4 1 371.148 2 NC 2 117 4 max -.002 1 -.037 1 0 5 2.947e-3 2 4233.16 1 NC 5 I 118 min -.01 2 -.291 2 0 2 4.2780-4 1 520.489 2 NC 2 119 5 max -.002 1 -.009 1 0 1 2.965e-3 2 NC 1 NC 1 120 min -.01 2 -.08 2 0 1 4.212e-4 1 NC 2 NC 1 121 M14 1 max -.011 1 -.009 1 .002 5 2.424e-3 2 NC 1 NC 5 122 min -.05 2 -.058 2 0 2 3.719e-4. 4 NC 2 MC 2 I 123 2 max -.011 1 -.039 1 .001 5 2.317e-3 2 4243.963 1 NC 5 124 min -.05 2 -.298 2 0 2 3.365e-4 4 522.287 2 NC 2 125 3 max -.01 1 -.051 1 0 5 2.209e-3 2 3018.015 1 NC 5 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 39 I Company : WESTGATE BAPTIST CHURCH-TIGARD, OR Aug 3, 2009 Designer : JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x fin) LC v finl LC z[in) LC x Rotate Fr... LC (n)Uv Ratio LC In)Uz Ratio LC I 126 min -.05 2 -.402 2 0 2 3.012e-4 4 371.148 2 NC 2 127 4 max -.01 1 -.041 1 0 5 2.101e-3 2 4233.16 1 NC 5 128. min -.05 2 -.319 2 0 2 2.659e-4 4 520.469 2 NC 2 129 5 max -.01 1 -.014 1 0 1 1.994e-3 2 NC 1 NC 1 I 130 min -.05 2 -.098 2 0 1 2.306e-4 4 NC 2 NC 1 131 M15 1 max -.007 1 -.017 1 0 5 1.905e-4 2 NC 1 NC 5 132 min -.035 2 -.107 2 0 2 2.464e-5 4 NC 2 NC 2 133 2 max -.007 1 -.041 1 0 5 -1.583e-6 1 4871.149 1 NC 5 I 134 min -.035 . 2 -.3 2 0 2 1.809e-5. 2 632.509 2 NC 2 135 3 max -.007 1 -.052 1 0 5 -3.268e-5 1 3469.226 1 NC 5 136 min -.035 2 -.381 2 0 2 -2.267e-4 2 450.39 2 NC 2 137 4 max -.007 1 -.042 1 0 5 -6.378e-5 1 4866.883 1 NC 5 I 138 min -.035 2 -.308 2 0 2 -4.353e-4 2 631.718 2 NC 2 139 5 max -.007 1 -.017 1 0 1 -9.488e-5 1 NC 1 NC 1 140 min -.035 2 -.121 2 0 1 -6.439e-4 2 NC 2 NC 1 141 M16 1 max -.003 1 -.01 1 0 5 -4.475e-4 1 NC 1 NC 5 I 142 min -.013 2 -.062 2 0 2 -2.891e-3 2 NC 2 NC 2 143 2 max -.003 1 -.038 1 0 5 -4.41e-4 1 4233.16 1 NC 5 144 min -.013 2 -.292 2 0 2 -2.91e-3 2 520.469 2 NC 2 145 3 max -.003 1 -.049 1 0 5 -4.344e-4 1 3018.015 1 NC 5 I 146 147 min -.013 2 -.384 2 0 2 -2.929e-3 2 371.148 2 NC 2 4 max -.003 1 -.037 1 0 5 -4.279e-4 1 4243.963 1 NC 5 148 min -.013 2 -.29 2 0 2 -2.948e-3 2 522.267 2 NC 2 149 5 max -.003 1 -.009 1 0 1 -4.214e-4 1 NC 1 NC 1 I 150 min -.013 2 -.06 2 0 1 -2.967e-3 2 NC 2 NC 1 151 M17 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 152 min 0 1 0 1 0 1 0 1 NC 1 NC 1 153 2 max 0 1 .007 4 0 2 9.053e-6 2 NC 4 NC 2 I154 min -.002 2 .001 1 0 1 1.97e-6 1 NC 1 NC 1 155 3 max 0 1 .014 4 0 2 1.811e-5 2 NC 4 NC 2 156 min -.004 2 .002 1 0 1 3.939e-6 1 NC 1 NC 1 157 4 max -.001 1 .02 4 0 2 2.716e-5 2 NC 4 NC 2 I158 min -.007 2 .004 1 0 1 5.909e-6 1 8476.788. 1 NC 1 159 5 max -.002 1 .029 2 0 1 3.621e-5 2 . 1187.796 2 NC 1 160 min -.009 2 .006 1 0 1 7.878e-6 1 5740.286 1 NC 1I 161 M18 1 max .002 5 .006 5 .016 2 4.47e-3 2 NC 5 NC 2 162 min -.004 4 -.038 2 .003 1 9.518e-4 1 1815.755 2 NC 1 163 2 max .002 5 .006 5 .024 2 3.85e-3 2 NC 5 NC 2 164 min -.003 4 -.014 2 .005 1 8.146e-4 1 5378.291 2 NC 1 I 165 3 max .002 5 .004 5 .032 2 3.229e-3 2 NC 5 NC 2 166 min -.002 4 -.005 2 .007 1 6.774e-4 1 NC 2 NC 1 167 4 max .002 5 .002 5 .039 2 2.608e-3 2 NC 5 NC 2 168 min -.001 4 -.003 2 .008 1 5.403e-4 1 NC 2 NC 1 I 169 170 5 max .002 5 0 5 .044 2 1.987e-3 2 NC 5 NC 2 min 0 4 -.002 2 .009 1 4.031e-4, 1 NC 2 NC 1 171 M19A 1 max -.011 1 -.115 1 -.007 1 2.139e-3 5 536.566 1 7713.552 1 172 min -.054 2 -.482 2 -.033 2 4.613e-4 1 140.873 2 1646.294 2 I173 174 2 max -.011 1 -.098 1 -.006 1 1.96e-3 5 723.699 1 NC 1 min -.054 2 -.417 2 -.027 2 3.799e-4 1 189.032 2 2207.193 2 175 3 max -.011 1 -.08 1 -.005 1 1.782e-3 5 1130.487 1 NC 1 176 min -.054 2 -.349 2 -.022 2 2.984e-4 1 293.98 2 3344.281 2 I 177 178 4 max -.011 1 -.063 1 -.003 1 1.603e-3 5 2435.82 1 NC 1 min -.054 2 -.284 2 -.016 2 2.170-4 1 631.164 2 6787.985 2 179 5 max -.011 1 -.048 1 -.001 5 1.424e-3 5 NC 1 NC 5 180 min -.054 2 -.227 2 -.011 2 1.355e-4 1 NC 2 NC 2 I181 M20 1 max -.011 1 -.048 1 -.001 5 1.424e-3 5 1158.19 1 NC 5 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 40 I Company WESTGATE BAPTIST CHURCH-TIGARD,OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC (n)LA/Ratio LC fn)Liz Ratio LC 182 min -.054 2 -.227 2 -.011 2 1.355e-4 1 275.172 2 1959.694 2 183 2 max -.011 1 -.037 1 .001 5 1.35e-3 5 1816.72 1 NC 5 I 184 min -.052 2 -.181 2 -.006 2 1.224e-4 1 414.104 2 2667.676 2 185 3 max -.011 1 -.028 1 .004 5 1.277e-3 5 3114.301 1 NC 5 186 min -.05 2 -.147 2 -.001 4 1.093e-4 1 672.72 2 4283.141 4 I 187 4 max -.01 1 -.022 1 .006 5 1.203e-3 5 6824.745 1 NC 5 188 min -.049 2 -.119 2 0 1 9.626e-5 1 1389.571 2 NC 1 189 5 max -.01 1 -.016 1 .008 5 1.13e-3 5 NC 1 NC 5 190 min -.047 2 -.092 2 .002 1 8.317e-5 1 NC 2 NC 1 I 191 M22 1 max -.012 1 -.12 1 -.02 1 -8.585e-6 5 514.228 1 NC 1 192 min -.054 2 -.485 2 -.095 2 -1.495e-3 2 140.271 2 NC 2 193 2 max -.012 1 -.102 1 -.019 1 1.513e-4 5 693.684 1 NC 1 194 min -.054 2 -.419 2 -.089 2 -1.212e-3 2 188.152 2 NC 2 195 3 max -.012 1 -.083 1 -.018 1 3.112e-4 5 1084.031 1 NC 1 196 min -.054 2 -.351 2 -.064 2 -9.297e-4 2 292.509 2 NC 2 197 4 max -.012 1 -.065 1 -.017 1 4.711e-4 5 2336.948 1 NC 1 198 mit -.054 2 -.285 2 -.078 2 -6.471e-4 2 627.98 2 NC 2 199 5 max -.012 1 -.05 1 -.015 1 6.31e-4 5 NC 1 NC 1 200 min -.054 2 -.228 2 -.073 2 -3.646e-4 2 NC 2 NC 2 201 M23 1 max -.012 1 -.05 1 -.015 1 6.31e-4 5 1113.196 1 NC 1 I 202 min -.054 2 -.228 2 -.073 2 -3.646e-4 2 274.024 2 NC 2 203 2 max -.011 1 -.038 1 -.014 1 . 6.374e-4 5 1746.917 1 NC 1 204 mm -.052 2 -.183 2 -.067 2 -3.505e-4 2 412.308 2 NC 2 205 3 max -.011 1 -.029 1 -.013 1 6.438e-4 5 2995.246. 1 NC 1 I 206 min -.05 2 -.148 2 -.06 2 -3.364.-4 2 619.118 2 NC 2 207 4 max -.01 1 -.022 1 -.011 1 6.502e-4 5 6561.555 1 NC 1 208 min -.049 2 -.12 2 -.053 2 -3.224e-4 2 1379.466 2 NC 2 209 5 max -.01 1 -.017 1 -.01 1 6.565e-4 5 NC 1 NC 1 I 210 min -.047 2 -.093 2 -.048 2 -3.083e-4 2 NC 2 NC 2 211 M25 1 max -.001 1 -.039 1 -.027 1 -1.366e-3 1 1189.696 1 NC 1 212 min -.007 5 -.157 4 -.128 2 -5.9210-3 2 305.516 4 NC 2 213 2 max -.001 1 -.031 1 -.026 1 -1.281e-3 1 1649.373 1 NC 1 I 214 min -.007 5 -.125 2 -.121 2 -5.572e-3 2 420.904 2 NC 2 215 3 max -.001 1 -.023 1 -.024 1 -1.196e-3 1 2653.768 1 NC 1 218 mien -.007 5 -.094 5 -.113 2 -5.222.-3 2 728.869 5 NC 2 217 4 max -.001 1 -.015 1 -.022 1 -1.111e-3 1 5926.386 1 NC 1 I 218 min -.007 5 -.067 5 -.105 2 -4.873e-3 2 1608.522 5 NC 2 219 5 max -.001 1 -.009 1 -.021 1 -1.026e-3. 1 NC 1 NC 1 220 rain -.007 5 -.045 5 -.097 2 -4.5240-3 2 NC 5 NC 2 221 M26 1 max -.001 1 -.009 1 -.021 1 -1.026e-3 1 7509.832 1 6357.156 1 I 222 min -.007 5 -.045 5 -.097 2 -4.5240-3 2 1531.545 5 1360.257 2 223 2 max 0 1 -.003 1 -.017 1 -8.707e-4 1 NC 1 9254.157 1 224 min -.006 5 -.021 5 -.081 2 -3.881-3 2 3500.141 5 .1975.196 2 225 3 max 0 1 0 1 -.014 1 -7.154e-4 1 NC 1 NC 1 I 228 min -.005 5 -.01 5 -.068 _ 2 -3.247e-3 2 7622.802 5 3381.631 2 227 4 max 0 1 0 1 -.012 1 -5.601e-4 1 NC 1 NC 1 228 min -.004 5 -.006 5 -.056 2 -2.8090-3 2 NC 5 8258.81 2 229 5 max 0 1 0 1 -.01 1 -4.048e-4 1 NC 1 NC 1 I 230 mitt -.003 5 -.002 2 -.048 2 .-1.97`10-3 2 NC 2 NC 2 231 M28 1 max .002 4 -.115 1 -.013 1 -1.115e-3 5 1042.495 1 7701.596 1 232 min -.001 5 -.482 2 -.063 2 -5.180.3 2 296.797 2 1643.663 2 233 2 max .002 4 -.104 1 -.012 1 -1.199e-3 5 1527.159 1 NC 1 I 234 min -.001 5 -.442 2 -.057 2 -5.3840-3 2 438.438 2 2198.192 2 235 3 max .002 4 -.094 1 -.011 1 -1.263e-3 5 2513.48 1 NC 1 236 min -.001 5 -.408 2 -.051 2 -5.5884-3 2 720.008 2 3308.365 2 237 4 max .002 4 -.086 1 -.01 1 -1.366e-3 5 5511.385 1 NC 1 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 41 I I Company : WESTGATE BAPTIST CHURCH-TIGARD, OR Aug 3, 2009 Designer JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC v fin) LC z(inl LC x Rotate Fr... LC (n1 Uv Ratio LC (n)Liz Ratio LC I 238 min -.001 5 -.381 2 -.046 2 -5.791e-3 2 1574.939 2 6641.16 2 239 5 max .002 4 -.08 1 -.008 1 -1.45e-3 5 NC 1 NC 1 240 min -.001 5 -.357 2 -.04 2 -5.995e-3 2 NC 2 NC 2 241 M29 1 max -.012 1 -.115 1 .03 2 6.737e-3 2 3696.03 1 NC 2 I 242 min -.055 2 -.482 2 .006 1 1.83e-3 1 958.313 2 NC 1 243 2 max -.012 1 -.113 1 .033 2 . 6.795e-3 2 6306.552 1 NC 2 244 mm -.055 2 -.473 2 .007 1 1.859e-3 1 1668.282 2 NC 1 245 3 max -.012 1 -.111 1 .036 2 6.853e-3 2 NC 1 NC 2 I 246 min -.055 2 -.466 2 .008 1 1.888e-3 1 3387.381 2 NC 1 247 4 max -.012 1 -.11 1 .04 2 6.911e-3 2 NC 1 NC 2 248 mm -.055 2 -.462 2 .008 1 1.917e-3 1 9604.036 2 NC 1 249 5 max -.012 1 -.11 1 .043 2 6.969e-3 2 NC 1 NC 2 I 250 min -.055 2 -.46 2 .009 1 1.946e-3 1 NC 2 NC 1 251 M30 1 max -.023 1 -.12 1 .007 5 5.227e-3 2 1087.239 1 NC 5 252 min -.109 2 -.485 2 0 4 1.481e-3 1 300.752 2 NC 4 253 2 max -.023 1 -.109 1 .01 5 5.439e-3 2 1601.448 1 NC 5 I 254 min -.109 2 -.445 2 .001 1 1.527e-3 1 444.907 2 NC 1 255 3 max -.023 1 -.1 1 .013 5 5.65e-3 2 2646.449 1 NC 5 256 min -.109 2 -.412 2 .002 1 1.573e-3 1 735.801 2 NC 1 257 4 max -.023 1 -.092 1 .016 2 5.862e-3 2 5817.265 1 2187.191 2 I 258 min -.109 2 -.385 2 .004 1 1.619e-3 1 1611.872 2 NC 1 259 5 max -.023 1 -.086 1 .022 2 6.073e-3 2 NC 1 1635.164 2 260 min -.109 2 -.362 2 .005 1 1.666e-3 1 NC 2 7654.711 1 261 M31 1 max -.023 1 -.086 1 .022 2 6.073e-3 2 NC 1 NC 2 I 262 min -.109 2 -.362 _ 2 .005 1 1.666e-3 1 NC 2 NC 1 263 2 max -.023 1 -.08 1 .027 2 5.845e-3 2 NC 1 6575.133 2 264 min -.109 2 -.341 2 .006 1 1.6e-3 1 NC 2 NC 1 265 3 max -.023 1 -.075 1 .033 2 5.617e-3 2 NC 1 3304.087 2 I 266 min -.109 2 -.321 2 .007 1 1.535e-3 1 NC 2 NC 1 267 4 max -.023 1 -.07 1 .039 2 5.388e-3 2 NC 1 2194.4 2 268 mm -.109 2 -.299 2 .008 1 1.47e-3 1 NC 2 NC 1 269 5 max -.023 1 -.064 1 .045 2 5.16e-3 2 NC 1 1625.378. 2 I 270 min -.109 2 -.274 2 .01 1 1.404e-3 1 NC 2 7646.435 1 271 M32 1 max .002 4 -.08 1 -.008 1 -1.45e-3 5 1670.854 1 7774.069 1 272 min -.001 5 -.357 2 -.04 2 -5.995e-3 2 NC 2 1654.514 2 I 273 2 max .002 4 -.074 1 -.007 1 -1.373e-3 5 2263.62 1 NC 1 274 min -.001 5 -.336 2 -.034 2 -5.762e-3 2 NC 2 2227.639 2 275 3 max .002 4 -.064 5 -.006 1 -1.296e-3 5 1590.193 5 NC 1 276 min -.001 5 -.316 2 -.029 2 -5.528e-3 2 NC 2 3456.127 2 I 277_ 4 max .002 4 -.052 5 -.005 1 -1.22e-3 5 3297.939 5 NC 1 . 278 min -.001 5 -.294 2 -.023 2 -5.295e-3 2 . NC 2 7341.716 2 279 5 max .002 4 -.041 5 -.004 1 -1.143e-3 5 NC 5 NC 1 280 min -.001 5 -.268 2 -.018 2 -5.061e-3 2 NC 2 NC 2 I 281 M33 1 max -.01 1 -.016 1 .008 5 1.13e-3 5 2107.755 1 NC 5 282 min -.047 2 -.092 2 .002 1 8.317e-5 1 , 366.759 2 NC" 1 283 2 max -.01 1 -.012 1 .012 2 1.018e-3 5 2931.476 1 NC 2 284 min -.046 2 -.071 2 .003 1 1.029e-4 1 499.61 2 NC 1 I 285 286 3 max -.009 1 -.009 1 .015 2 9.063e-4 5 4546.176 1 NC 2 min -.044 2 -.051 2 .003 1 1.227e-4 1 772.402 2 NC 1 287 4 max -.009 1 -.006 1 .018 2 7.945e-4 5 9329.104 1 NC 2 288. min -.043 2 -.031 2 .004 1 1.425e-4 1 1612.157 2 NC 1 I 289 290 5 max -.009 1 -.002 1 .021 2 7.976e-4 2 NC 1 NC 2 min -.042 2 -.013 2 .005 1 1.6230-4 1 NC 2 NC 1 291 M34 1 max -.01 1 -.017 1 -.01 1 6.565e-4 5 2029.893 1 6497.825 1 292 min -.047 2 093 2 ,046 2 -3.083e-4 2 363201 2 1379.541 2 I293 2 max -.01 1 -.013 1 -.009 1 4.492e-4 5 2826.685 1 8874.288 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 42 I Company : WESTGATE BAPTIST CHURCH -TIGARD,OR Aug 3, 2009 Designer JFB 6:25 PM I Job Number : 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x 1in1 LC v finl LC z linl LC x Rotate Fr... LC (n)LN Ratio LC (n)L/z Ratio LC 294 min -.046 2 -,072 2 -.041 2 -4.204e-4 2 494.83 2 1879.698 2 I 295 3 max -.01 1 -.009 1 -.007 1 2.418e-4 5 4391.735 1 NC 1 296. min -.045 2 -.051 2 -,035 2 -5.324e-4 2 765.439 2 2998.049 2 297 4 max -.009 1 -.006 1 -.006 1 3.443e-5 5 9034.867 1 NC 1 298 mkt -.043 2 -.031 2 -.03 2 -6.445e-4 2 1598.89 2 6686.957 2 I 299 5 max -.009 1 -.002 1 -.005 1 -1.491e-4 1 NC 1 NC 1 300 min -.042 2 -.013 2 -.025 2 -7.565e-4 2 NC 2 NC 2 301 M35 1 max -.023 1 -.064 1 .045 2 5.16e-3 2 NC 1 NC 2 302 min -.109 2 -.274 2 .01 1 1.4O4e-3 1 NC 2 NC 1 I 303 2 max -.023 1 -.058 1 .05 2 5.361e-3 2 NC 1 6102.574 2 304 min -.109 2 -.247 2 .011 1 1.424e-3 1 NC 2 NC 1 305 3 max -.023 1 -.052 1 .056 2 5.563e-3 2 NC 1 3025.455 2 306 min -.109 2 -.217 2 .012 1 1.445.-3 1 NC 2 NC 1 I 307 4 max -.023 1 -.046 1 .062 2 5.764e-3 2 NC 1 1980.463 2 308 min -.109 2 -.187 2 .013 1 1.465e-3 1 NC 2 9290.965 1 309 5 max -.023 1 -.039 1 .068 2 5.966e-3 2 NC 1 1445.049 2 I 310 min -.109 2 -.157 4 .015 1 1.485e-3 1 NC 4 6765.36 1 311 M36 1 max .002 4 -.041 5 -.004 1 -1.143e-3 5 873.45 5 NC 1 312 min -.001 5 -.268 2 -.018 2 -5.061e-3 2 NC 2 2387.528 2 313 2 max .002 4 -.031 5 -.003 1 -1.101e-3 5 1172.843 5 NC 1 I 314 min -.001 5 -.241 2 -.014 2 -5.255e-3 2 NC 2 3304.218 2 315 3 max .002 4 -.021 5 -.001 5 -1.058e-3 5 1766.943 5 NC 5 316 min -.001 5 -.212 2 -.01 2 -5.449e-3 2 NC 2 5042,338 2 317 4 max .002 4 -.011 5 0 5 -1.016e-3 5 3543.246 5 NC 5 318 min -.001 5 -.182 2 -.007 2 -5.643e-3 2 NC 2 NC 2 I 319 5 max .002 4 -.002 5 .002 5 -9.739e-4 5 NC 5 NC 5 320 min -.001 5 -.153 4 -.004 4 -5.837e-3 2 NC 4 NC 4 321 M37 1 max -.007 1 -.08 1 .019 2 5.106e-3 2 1153.271 _ 1 NC 2 I 322 min -.035 2 -.357 2 .004 1 1.358e-3 1 279.401 2 NC 1 323 2 max -.007 1 -.071 1 .025 2 5.118e-3 2 1600.768 1 NC 2 324 min -.035 2 -.321 2 .005 1 1.355e-3 1 386.932 2 NC 1 325 3 max -.007 1 -.062 1 .031 2 5.13e-3 2 2579.56 1 NC 2 326 min -.035 2 -.285 2 .007 1 1.352e-3 1 624.174 2 NC 1 327 4 max -.007 1 -.054 1 .036 2 5.142e-3 2 5778.191 1 NC 2 328 min -.035 2 -.252 2 .008 1 1.349e-3 1 1408.629 2 NC 1 329 5 max -.007 1 -.048 1 .042 2 5,154e-3 2 NC 1 NC 2 I 330 min -.035 2 -.227 2 .009 1 1.345e-3 1 NC 2 NC 1 331 M38 1 max -.008 1 -.048 1 .041 2 5.099e-3 2 NC 1 NC 2 332 min -.036 2 -.227 2 .009 1 1.332e-3 1 NC 2 NC 1 333 2 max -.008 1 -.04 1 .051 2 5.098e-3 2 9248.54 1 7012.11 2 I 334 milt -.036 2 -.197 2 .011 1 1.3370-3 1 2437232 2 NC 1 335 3 max -.008 1 -.038 1 .061 2 5.096e-3 2 7200.514 1 3515.181 2 336 min -.036 2 -.189 2 .013 1 1.342e-3 1 1913.961 2 NC 1 337 4 max -.008 1 -.041 1 .072 2 5.094e-3 2 NC 1 2325.456 2 I 338 min -.036 2 -.196 2 .015 1 1.348e-3 1 2480.614 2 NC 1 339 5 max -.008 1 -.05 1 .083 2 5.093e-3 2 NC 1 1713.349 2 340 mist -.036 2 -228 2 .018 1 1.353e-3 i NC 2 7922.7 1 341 M39 1 max -.008 1 -.05 1 .082 2 5.149e-3 2 NC 1 NC 2 I 342 min -.038 2 -.228 2 .018 1 1.36e-3 1 NC 2 NC 1 343 2 max -.008 1 -.057 1 .088 2 5.137e-3 2 5071.742 1 NC 2 344 mkt -.038 2 -.255 2 .019 1 1.377e-3 I 1373.819 2 NC 1 345 3 max -.008 1 -.066 1 .093 2 5.125e-3 2 2268.357 1 NC 2 346 min -.038 2 -.288 2 .02 1 1.388e-3 1 609.174 2 NC 1 347 4 max -.008 1 -.076 1 .099 2 5.113e-3 2 1407.798 1 NC 2 348 min -.038 2 -.325 2 .021 1 1.393e-3 1 377.745 2 NC 1 349 5 max -.008 1 -.086 1 .104 2 5.101e-3 2 1013.218 1 NC 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 43 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x fin) LC v lin) LC z DM LC x Rotate Fr... LC fn)L/v Ratio LC n)Liz Ratio LC I 350 min -.038 _ 2 -.362 2 .022 1 1.401e-3 1 272.81 2 NC 1 351 M40 1 max -.003 1 -.041 5 .008 2 5.123e-3 2 9434.868 5 NC 2 352 min -.016 2 -.268 2 .002 1 1.182e-3 1 417.46 2 NC 1 353 2 max -.003 1 -.034 5 .017 2 4.523e-3 2 NC 5 NC 2 I 354 355 min -.016 2 -.219 2 .004 1 1.019e-3 1 578.036 2 NC 1 3 max -.003 1 -.03 5 .026 2 3.924e-3 2 NC 5 NC 2 356 min -.016 2 -.172 2 .006 1 8.568e-4 1 923.618 2 NC 1 357 4 max -.003 1 -.023 1 .036 2 3.324e-3 2 NC 1 NC 2 I 358 min -.016 2 -.126 2 .008 1 6.943e-4 1 2204.733 2 NC 1 359 5 max -.003 1 -.016 1 .045 2 2.724e-3 2 NC 1 NC 2 360 min -.016 2 -.092 2 .01 1 5.319e-4 1 NC 2 NC 1 361 M41 1 max -.003 1 -.016 1 .045 2 2.712e-3 2 NC 1 NC 2 I 362 min -.017 2 -.092 2 .01 1 5.295e-4 1 NC 2 NC 1 363 2 max -.003 1 -.015 1 .049 2 2.711e-3 2 NC 1 8348.428 2 364 min -.017 2 -.085 2 .01 1 5.307e-4 1 4794.993 2 NC 1 365 3 max -.003 1 -.015 1 .053 2 2.71e-3 2 NC 1 4102.232 2 I 366 min -.017 2 -.083 2 .011 1 5.319e-4. 1 3672.091 2 NC 1 367 4 max -.003 1 -.015 1 .058 2 2.71e-3 2 NC 1 2609.259 2 368 min -.017 2 -.085 2 .012 1 5.331e-4 1 5051.224 2 NC 1 369 5 max -.003 1 -.017 1 .064 2 2.709e-3 2 NC 1 1819.784 2 I 370 min -.016 2 -.093 2 .014 1 5.342e-4 1 NC 2 8433.565 1 371 M42 1 max -.004 1 -.017 1 .064 2 2.723e-3. 2 NC 1 NC 2 372 min -.017 2 -.093 2 .014 1 5.37e-4 1 NC 2 NC 1 373. 2 max -.004 1 -.024 1 .077 2 3.337e-3 2 9896.935 1 NC 2 I 374 min -.017 2 -.128 2 .017 1 7.208e-4 1 2123.176 2 NC 1 375. 3 max -.004 1 -.036 1 .091 2 3.951e-3 2 3899.872 1 NC 2 376 min -.017 2 -.175 2 .019 1 9.046e-4 1 896.268 . 2 NC 1 377 4 max -.004 1 -.049 1 .104 2 4.565e-3 2 2273.07 1 NC 2 I 378 min -.017 2 -.224 2 .022 1 1.088e-3 1 562.658 2 NC 1 379 5 max -.004 1 -.064 1 .116 2 5.179e-3 2 1548.965, 1 NC 2 380 min -.017 2 -.274 2 .025 1 1.272e-3 1 406.43 2 NC 1 381 M43 1 max -.008 1 -.094 1 .011 2 5.043e-3 2 993.595 1 NC 2 1 I 382 min -.036 2 -.416 2 .002 1 1.346e-3. 1 246.082 2 NC 1 383 2 max -.008 1 -.091 1 .013 2 5.036e-3 2 1327.332 1 7575.941 2 384. min -.036 2 -.401 2 .003 1 1.343e-3 1 328.433 2 NC 1 I 385 3 max -.008 1 -.087 1 .015 2 5.029e-3 2 1997.571 1 3752.774 2 386 min -.036 2 -.386 2 .003 1 1.341e-3. 1 493.535 2 NC 1 387. 4 max -.008 1 -.083 1 .017 2 5.023e-3 2 4014.127 1 2465.687 2 388 min -.036 2 -.372 2 .004 1 1.339e-3 1 989.74 2 NC 1 I 389 5 max -.007 1 -.08 1 .019 2 5.016e-3 2 NC 1 1813.447 2 390 min -.036 2 -.357 2 .004 1 1.336e-3 1 NC 2 8507.386 1 391 M44 1 max -.003 1 -.045 5 .002 2 5.199e-3 2 2462.882 5 NC 2 392 min -.016 2 -.303 2 0 1 1.192e-3 1 341.767 2 NC 1 I 393 2 max -.003 1 -.044 5 .003 2 5.172e-3 2 3292.9 5 8592.857 2 394 min -.016 2 -.294 2 0 1 1.187e-3 1 456.001 2 NC 1 395 3 max -.003 1 -.043 5 .004 2 5.145e-3 2 4961.57 5 4270.357 2 396 min -.016 2 -.286 2 0 1 1.182e-3 1 684.947 2 NC 1I 397 4 max -.003 1 -.042 5 .006 2 5.117e-3 2 9986.03 5 2824.389 2 398 min -.016 2 , -.277 2 .001 1 1.178e-3 1 1372.765 2 NC 1 399 5 max -.003 1 -.041 5 .007 2 5.09e-3 2 NC 5 2097.738 2 400 min -.016 2 -.268 2 .002 1 1.173e-3 1 NC 2 9875.708 1 I 401 M45 1 max .036 2 -.103 1 -.025 1 -1.387e-3 1 871.022 1 7331.919 1 402 min .007 1 -.422 2 -.114 2 -5.04e-3 2 240.404 2 1565.222 2 403 2 max .036 2 -.098 1 -.024 1 -1.384e-3 1 1163.599 1 9837.789 1 404 min .007 1 7.407 2 -.112 2 -5.032.-3 2 320.852 2 2100.05 2 I405 3 max .036 2 -.094 1 -.024 1 -1.381e-3 1 1751.225 1 NC 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d1 Page 44 I Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x lint LC v finl LC z finl LC x Rotate fr... LC (n)Uv Ratio LC (n)Liz Ratio LC 406 min .007 1 -.392 2 -.11 2 -5.024e-3. 2 482.155 2 3175.178 2 I 407 4 max .036 2 -.09 1 -.023 1 -1.378e-3 1 3519.39 1 NC 1 408 mit .007 1 -,377 2 -.107 2 -5.016e-3 2 966.973 2 6412.021 2 409 5 max .036 2 -.086 1 -.023 1 -1.375e-3 1 NC 1 NC 1 410 min .007 1 -.362 2 -.105 2 -5.009e-3 2 NC 2 NC 2 411 M46 1 max .016 2 -.075 1 -.027 1 -1.288e-3 1 1105.443 1 6984.605 1 412 min .003 1 -.31 2 -.125 2 -5.259e-3 2 332.203 2 1493.638 2 413 2 max .016 2 -.072 1 -.026 1 -1.281e-3 1 1476.24 1 9358.104 1 414 min .003 1 -.301 2 -.123 2 -5.231e-3 2 443.271 2 1999.288 2 415 3 max .016 2 -.07 1 -.026 1 -1.275e-3 1 2220.29 1 NC 1 I 416 min .003 1 -.292 2 -.121 2 -5.202e-3 2 865.907 2 3012.677 2 417 4 max .016 2 -.067 1 -.025 1 -1.269e-3 1 4457.57 1 NC 1 418 min .003 1 -.283 2 -.119 2 -5.174e-3 2 1334.834 2 6057.137 2 I 419 5 max .016 2 -.064 1 -.025 1 -1.262e-3 1 NC 1 NC 1 420 mit .003 1 -.274 2 -.117 2 -5.145e-3 2 NC 2 NC 2 421 M47 1 max -.012 1 -.11 1 .043 2 6.969e-3 2 NC 1 NC 2 422 min -.055 2 -.46 2 .009 1 1.948e-3 1 NC 2 NC 1 I 423 2 max -.012 1 -.109 1 .048 2 6.984e-3 2 NC 1 NC 2 424 min -.055 2 -.459 2 .01 1 1.96e-3 1 NC 2 NC 1 425 3 max -.012 1 -.109 1 .053 2 7.e-3 2 NC 1 NC 2 426 min -.056 2 -.459 2 .011 1 1.973e-3 1 NC 2 NC 1 427 4 max -.012 1 -.109 1 .058 2 7.016e-3 2 NC 1 NC 2 I 428 min -.055 2 -.46 2 .012 1 1.987e-3 1 NC 2 NC 1 429 5 max -.012 1 -.11 1 .063 2 7.031e-3 2 NC 1 NC 2 430 min -.055 2 -.46 2 .013 1 2.001e-3 1 NC 2 NC 1 I 431 M48 1 max -.012 1 -.11 1 .063 2 7.031e-3 2 NC 1 NC 2 432 min -.055 2 -.46 2 .013 1 2.001e-3 1 NC 2 NC 1 433 2 max -.012 1 -.11 1 .068 2 7.01e-3 2 NC 1 NC 2 I 434 mit -.055 2 -.46 2 .015 1 1.991e-3 1 NC 2 NC 1 435 3 max -.012 1 -.11 1 .072 2 6.988e-3 2 NC 1 NC 2 436 min -.055 2 -.46 2 .016 1 1.981e-3 1 NC 2 NC 1 437 4 max -.012 1 -.111 1 .077 2 6.966e-3 2 NC 1 NC 2 I 438 min -.055 2 -.46 2 .017 1 1.971e-3 1 NC 2 NC 1 439 5 max -.012 1 -.112 1 .082 2 6.944e-3 2 NC 1 NC 2 440 min -.055 2 -.482 2 .018 1 1.961e-3 1 NC 2 NC 1 441 M49 1 max -.012 1 -.112 1 .082 2 6.944e-3 2 NC 1 NC 2 I 442 mit -.055 2 -.462 2 .018 1 1.961e-3 1 NC 2 NC 1 443 2 max -.012 1 -.113 1 .085 2 6.888e-3 2 NC 1 6927.219 2 444 mit -.055 2 -.484 2 .018 1 1.935e-3 1 8756.819 2 NC 1 445 3 max -.012 1 -.115 1 .088 2 6.833e-3 2 7838.513 1 3459.864 2 446 min -.055 2 -.468 2 .019 1 1.91e-3 1 3159.906 2 NC 1 I 447 4 max -.012 1 -.117 1 .091 2 6.777e-3 2 4320,009 1 2299.779 2 448 min -.065 2 -.475 2 .019 1 1.884e-3 1 1579.557 2 NC 1 449 5 max -.012 1 -.12 1 .094 2 6,722e-3 2 2697.086. 1 1716.569 2 450 mit -.055 2 -.485 2 .02 1 1.858e-3 1 916.095 2 8020.345 1 - 451 M50 1 max .007 2 -.11 1 .069 2 3.926e-3 2 NC 1 NC 2 452 min .002 1 -.46 2 .015 1 8.766e-4 5 NC 2 NC 1 453 2 max .007 2 -.114 1 .071 2 3.912e-3 2 2483.24 1 NC 2 I 454 mil .002 1 -.477 2 .015 1 8.855e-4 5 692.586 2 NC 1 455 3 max .007 2 -.119 1 .073 2 3.898e-3 2 1238.796 1 NC 2 458 mit .002 1 -.493 2 .015 1 8.544e-4 5 345.114 2 NC 1 457 4 max .007 2 -.123 1 .075 2 3.884e-3 2 824.372 1 NC 2 I 458 min .002 1 -.809 2 .018 1 6.434e-4 5 230.181 2 NC 1 459 5 max .007 2 -.128 1 .076 2 3.87e-3 2 617.441 1 NC 2 480 min .002 1 -.528 2 .016 1 6.323e-4 5 172.437 2 NC 1 461 M51 1 max .063 2 -.11 1 .055 2 -2.965e-5 4 NC 1 NC 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 45 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x tint LC v tint LC z finl LC x Rotate fr... LC (n)Uv Ratio LC (n)Liz Ratio LC I 462 min .013 1 -.46 2 .012 1 -1.604e-3 5 NC 2 NC 1 463 2 max .063 2 -.114 1 .057 2 -3.213e-5 4 1997.32 1 6766.061 2 464 min ,013 1 -.477 2 .012 1 -1.611e-3 5 568.615 2 NC 1 465 3 max .063 2 -.119 1 .058 2 -3.461e-5 4 997.874 1 3379.701 2 I 466 min .013 1 -.494 2 .012 1 -1.618e-3 5 284.205 2 NC 1 467 4 max .063 2 -.124 1 .059 2 -3.708e-5 4 664.849 1 2251.324 2 468 min .013 1 -.511 2 .013 1 -1.625e-3 5 189.417 2 NC 1 469 5 max .063 2 -.129 1 .061 2 -3.956e-5 4 498.425 1 1687.44 2 I 470 min. .013 1 -.528 2 .013 1 -1.632e-3 5 142.035 2 NC 1 471 M52 1 max .099 2 -.112 1 .003 2 -1.186e-3 1 NC 1 NC 2 472 min .021 1 -.462 2 -.005 5 -3.946e-3 2 NC 2 2927.634 5 473 2 max .099 2 -.117 1 .005 2 -1.182e-3 1 2538.38 1 6896.072 2 I 474 min .021 1 -.478 2 -.004 5 -3.929e-3 2 697.746 2 3907.434 5 475 3 max .099 2 -.121 1 .007 2 -1.177e-3 1 1266.323 1 3436.025 2 476 min .021 1 -.494 2 -.003 5 -3.911e-3. 2 348.334 2 5865.406 5 477 4 max .099 2 -.126 1 .008 2 -1.173e-3 1 842.689 1 2283.21 2 I 478 min .021 1 -.51 2 -.002 5 -3,893e-3. 2 231.919 2 NC 5 479 5 max .099 2 -.13 1 .01 2 -1.169e-3 1 631.148 1 1707.196 2 480. min .021 1 -.527 2 -.001 5 -3.875e-3 2 173.751 2 NC 5 481 M53 1 max .126 2 -.039 1 -.006 1 -1.142e-3 1 NC 1 NC 1 I 482 min .027 1 -.157 4 -.026 2 -4.417e-3 2 NC 4 NC 2 483 2 max .126 2 -.049 1 -.005 1 -1.135e-3 1 NC 1 NC 1 484 min .027 1 -.197 2 -.021 2 -4.277e-3 2 NC 2 NC 2 485 3 max .126 2 -.058 1 -.004 1 -1.127e-3 1 NC 1 NC 1 I 486 min .027 1 -.236 2 -.016 2 -4.137e-3 2 NC 2 NC 2 487 4 max .126 2 -.067 1 -.003 1 -1.12e-3 1 NC 1 NC 1 488 min .027 1 -.274 2 -.011 2 -3.997e-3 2 NC 2 NC 2 489 5 max .125 2 -.075 1 -.001 1 -1.112e-3 1 NC 1 NC 1 I490 min .027 1 -.31 2 -.008 5 -3.857e-3 2 NC 2 NC 5 491 MM 1 max .118 2 -.075 1 -.009 1 -1.39e-3 1 NC 1 NC 1 492 min .025 1 -.31 2 -.042 2 -5.055e-3 2 NC 2 NC 2 493 2 max .118 2 -.082 1 -.008 1 -1.456e-3 1 NC 1 NC 1 I 494 min .025 1 -.342 2 -.038 2 -5.288e-3 2 NC 2 NC 2 495 3 max .118 2 -.09 1 -.008 1 -1.522e-3 1 NC 1 NC 1 496 min .025 1 -.372 2 -.033 2 -5.522e-3 2 8454,038 2 6290,213 2 I 497 4 max .118 2 -.096 1 -.006 1 -1.588e-3 1 NC 1 NC 1 498 min .025 1 -.398 2 -.027 2 -5.755e-3 2 NC 2 9959.707 2 499 5 max .118 2 -.103 1 -.004 1 -1.654e-3 1 NC 1 NC 1 500 min .025 1 -.422 2 -.02 2 -5.989e-3 2 NC 2 NC 2 ' 501 M55 1 max .105 2 -.103 1 -.012 1 -1.799e-3 1 NC 1 NC 1 502 mm .022 1 -.422 2 -.057 2 -6.52e-3 2 NC 2 NC 2 503 2 max .105 2 -.106 1 -.012 1 -1.793e-3 1 NC 1 NC 1 504 min .022 1 -.431 2 -.052 2 -6.470-3 2 4377.745 2 NC 2 ' 505 3 max .105 2 -.11 1 -.011 1 -1.787e-3 1 6825.365 1 NC 1 506 min .022 1 -.443 2 -.046 2 -6.42e-3 2 1930.769 2 NC 2 507 4 max .105 2 -.114 1 -.009 1 -1.781e-3. 1 4102.498 1 NC 1 508 min .022 1 -.458 2 -.038 2 -6.37e-3 2 1109.394 2 NC 2 I 509 5 max .105 2 -.12 1 -.006 1 -1.776e-3 1 2549.243 1 NC 1 510 min .022 1 -.485 2 -.029 2 -6.319e-3 2 670.852 2 4776.721 2 511 M56 1 max .083 2 -.12 1 -.015 1 -1.964e-3 1 NC 1 NC 1 512 min .018 1 -.485 2 -.07 2 -7.055e-3 2 NC 2 NC 2 I 513 2 max .083 2 -.121 1 -.014 1 -1.949e-3 1 NC 1 NC 1 514 min .018 1 -.489 2 -.066 2 -6.948e-3 2 4573.675 2 NC 2 515 3 max .083 2 -.124 1 -.014 1 -1.934e-3 1 7368.588 1 NC 1 516 mire .018 1 -.499 2 -.062 2 -6.841e-3 2 1712.242 2 NC 2 I 517 4 max .083 _ 2 -.127 1 -.013 1 -1.92e-3 1 4087.318 1 NC 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 46 1 I Company WESTGATE BAPTIST CHURCH -TIGARD,OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) 1 Member Sec x fin) LC v fin) LC z fin) LC x Rotate fr... LC In)Uv Ratio LC fn)Liz Ratio LC 518. min .018 1 -.512 2 -.058 2 -6.734e-3 2 956.913 . 2 6737.68 2 I 519 5 max .083 2 -.13 1 -.012 1 -1.905e-3 1 2728.808 1 NC 1 520. min .018 1 -.527 2 -.083 2 -6.627e-3 2 641.727 2 3421.354 2 521 M57 1 max .061 2 -.13 1 -.017 1 -1.969e-3 1 NC 1 NC 1 522 min .013 1 -.527 2 -.078 2 -6.953e-3 2 NC 2 NC 2 I 523 2 max .061 2 -.13 1 -.016 1 -1.979e-3 1 NC 1 NC 1 524 min .013 1 -.527 2 -.075 2 -6.976e-3 2 NC 2 NC 2 525 3 max .061 2 -.129 1 -.015 1 -1.989e-3 1 NC 1 NC 1 526 min .013 1 -.528 2 -.071 2 -6.999e-3. 2 5818.801 2 NC 2 I 527 4 max .061 2 -.129 1 -.014 1 -1.999e-3 1 NC 1 NC 1 528 min .013 1 -.528 2 -.067 2 -7.022e-3 2 3752.009 2 NC 2 529 5 max .061 2 -.129 1 -.013 1 -2.009e-3 1 NC 1 NC 1 530 min .013 1 -.528 2 -.063 2 7.045e-3. 2 2905.334 2 NC 2 I 531 M58 1 max .061 2 -.129 1 -.013 1 -2.009e-3 1 NC 1 NC 1 532 min .013 1 -.528 2 -.063 2 -7.045e-3 2 NC , 2 NC 2 533 2 max .061 2 -.129 1 -.013 1 -1.996e-3 1 NC 1 NC 1 I 534 min .013 1 -.528 2 -.059 2 -7.03e-3 2 NC 2 NC 2 535 3 max .061 2 -.128 1 -.012 1 -1.982e-3 1 NC 1 NC 1 536 min .013 1 -.527 2 -.055 2 -7.016e-3. 2 8799.354 2 NC 2 537 4 max .061 2 -.128 1 -.011 1 -1.968e-3 1 NC 1 NC 1 I 538 min .013 1 -.526 2 -.051 2 -7.001e-3 2 6000.07 2 NC 2 539 5 max .061 2 -.128 1 -.01 1 -1.955e-3 1 NC 1 NC 1 540 min .013 1 -.526 2 -.046 2 -6.987e-3 2 3963.044 2 NC 2 541 M59 1 max .042 2 -.128 1 -.014 1 -1.862e-3 1 3291.761 1 2886.774 1 I 542 min .009 1 -.526 2 -.064 2 -6.649e-3 2 1033.933 2 752.422 2 543 2 max .042 2 -.124 1 -.013 1 -1.871e-3 1 5017.023 1 4003.751. 1 544 min .009 1 -.511 2 -.06 2 -6.749e-3 2 1644.285 2 1060.864 2 545 3 max .042 2 -.12 1 -.012 1 -1.881e-3 1 9374.991 1 6329.433 1 I 546 min .009 1 -.498 2 -.056 2 -6.849e-3 2 3364.871 2 1732.346 2 547 4 max .042 2 -.117 1 -.011 1 -1.891e-3 1 NC 1 NC 1 548 min. .009 1 -.488 2 -.051 2 -6.949e-3 2 NC 2 4133.92 2 549 5 max .042 2 -.115 1 -.01 1 -1.9e-3 1 NC 1 NC 1 I 550 min .009 1 -.482 2 -.047 2 -7.048e-3 2 NC 2 NC 2 551 M60 1 max .019 2 -.115 1 -.013 1 -1.677e-3 1 3138.128 1 NC 1 552 min .004 1 -.482 2 -.06 2 -6.286e-3 2 1102.413 2 783.607 , 2 553 2 max .018 2 -.108 1 -.012 1 -1.675e-3 1 5285.836 1 NC 1 I 554 min .004 1 -.455 2 -.055 2 -6.329e-3 2 2148.811 2 1154.131 2 555 3 max .018 2 -.103 1 -.011 1 -1.673e-3 1 9153.009 1 NC 1 556 min .004 1 -.439 2 -.049 2 -6.371e-3 2 4391.006 2 1735.544 2 557 4 max .018 2 -.098 1 -.009 1 -1.672e-3 1 NC 1 NC _ 1 I 558 min .004 1 -.425 2 -.041 2 -6.413e-3 2 NC 2 3775.844 2 559 5 max .018 2 -.094 1 -.007 1 -1.67e-3 1 NC 1 NC 1 560 min .004 1 -.416 2 -.033 2 -6.455e-3 2 NC 2 NC 2 561 M61 1 max .006 2 -.094 1 -.008 1 -1.363e-3 5 NC 1 NC 1 I 562 min .001 1 -.416 2 -.037 2 -5.904e-3 2 NC 2 NC 2 563 2 max .006 2 -.083 5 -.007 1 -1.294e-3 5 1284.326 5 NC 1 584 min .001 5 -.392 2 -.033 2 -5.666e-3, 2 . NC 2 NC 2 565 3 max .006 2 -.07 5 -.006 1 -1.225e-3. 5 1996.174 5 NC 1 I 568 min .001 5 -.366 2 -.026 2 -5.428.-3 2 8977.071 2 6979.912 2 567 4 max .006 2 -.057 5 -.005 1 -1.155e-3 5 4110.502 5 NC 1 588 min .001 5 -.335 2 -.022 2 -5.19.-3 2 NC 2 NC 2 569 5 max .006 2 -.045 5 -.003 1 -1.086e-3 5 NC 5 NC 1 I 570 min .001 5 -.303 2 -.015 2 -4.9552.-3 2 NC 2 NC 2 571 M62 1 max .001 2 -.045 5 -.003 1 -6.734e-4 5 880.306 5 NC 1 572 mm 0 5 -.303 2 -.018 2 -3.763e-3 2 NC 2 NC 2 573 2 max .001 2 -.034 5 -.002 5 -6.356e-4 5 1177.708 5 NC 5 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 47 I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC 1n)Uv Ratio LC In)Liz Ratio LC I 574 min 0 5 -.268 2 -.013 2 -3.899e-3 2 NC 2 NC 2 575 3 max 0 2 -.023 5 -.001 5 -5.978e-4 5 1775.998 5 NC 5 576 min 0 5 -.23 2 -.01 4 -4.035e-3 2 NC 2 NC 4 577 4 max 0 4 -.012 5 0 5 -5.6e-4 5 3606.735 5 NC 5 I 578 min 0 5 -.191 2 -.007 4 -4.171e-3 2 NC 2 NC 4 579 5 max 0 4 -.002 5 .002 5 -5.222e-4 5 NC 5 NC 5 580 min 0 5 -.153 4 -.004 4 -4.307e-3 2 NC 4 NC 4 581 M63 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I 582 min 0 1 0 1 0 1 0 1 NC 1 NC 1 583 2 max 0 4 0 1 0 1 -2.879e-5 1 NC 1 NC 1 584 min 0 2 0 1 0 1 -1.367e-4 2 NC 1 NC 1 585 3 max 0 4 0 1 0 1 -5.758e-5 1 NC 1 NC 1 I 586 min 0 2 0 1 0 1 -2.734e-4 2 NC 1 NC 1 4 587 max 0 4 0 1 0 1 -8.637e-5 1 NC 1 NC 1 588 min 0 2 0 1 0 1 -4.101e-4 2 NC 1 NC 1 589 5 max 0 4 0 1 0 1 -1.152e-4 1 NC 1 NC 1 I 590 min 0 2 0 1 0 1 -5.468e-4 2 NC 1 NC 1 591 M64 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 592 min 0 1 0 1 0 1 0 1 NC 1 NC 1 593 2 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I 594 595 min 0 2 0 1 0 1 0 1 NC 1 NC 1 3 max 0 1 0 1 0 1 0 1 NC 1 NC 1 596 min 0 2 0 1 0 1 0 1 NC 1 NC 1 597 4 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I 598 599 min 0 2 0 1 0 1 0 1 NC 1 NC 1 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 600 min 0 2 0 1 0 1 0 1 NC 1 NC 1 601 M65 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I 602 min 0 . 1 0 1 0 1 0 1 NC 1 NC 1 603 2 max 0 1 0 1 0 1 0 1 NC 1 NC 1 604 min 0 2 0 1 0 1 0 . 1 NC 1 , NC 1 605 3 max 0 1 0 1 0 1 0 1 NC 1 NC 1 I 606 min 0 2 0 1 0 1 0 1 NC 1 NC 1 607 4 max 0 1 0 1 0 1 0 1 NC 1 NC 1 608 min 0 2 0 1 0 1 0 1 NC 1 NC 1 1 609 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1in 610 m0 2 0 1 0 1 0 1 NC 1 NC 1 611 M66 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 612 min 0 1 0 1 0 1 0 1 NC 1 NC 1 I 613 2 max 0 4 0 1 0 1 1.739e-4 2 NC 1 NC 1 614 min 0 2 0 1 0 1 3.666e-5 1 NC 1 NC 1 615 3 max 0 4 0 1 0 1 3.479e-4 2 NC 1 NC 1 616 min 0 2 0 1 0 1 7.332e-5 1 NC 1 NC 1 I 617 4 max 0 4 0 1 0 1 5.218e-4 2 NC 1 NC 1 618 min 0 2 0 1 0 1 1.1e-4 1 NC 1 NC 1 619 5 max 0 4 0 1 0 1 6.958e-4 2 NC 1 NC 1 620 min 0 2 0 1 0 1 1.466e-4 1 NC 1 NC 1 I 621 M69 1 max -.11 1 .059 5 -.059 1 -1.3120-4 1 NC 5 NC 1 622 min -.46 2 .002 1 -.215 2 -6.069e-4 2 NC 1 NC 2 623 2 max -.11 1 .05 5 -.042 1 -1.312e-4 1 NC 5 NC 1 624 min -.46 2 .005 1 -.151 2 -6.069e-4 2 NC 1 NC 2 I 625 626 3 max -.11 1 .041 5 -.025 1 -1.312e-4 1 NC 5 NC 1 min -.46 2 .007 1 -.087 4 -6.069e-4 2 NC 1 NC 4 627 4 max -.11 1 .046 2 -.008 1 -1.312e-4 1 NC 2 NC 1 628 m -.46 _ 2 .009 1 -.023 4 -6.069e-4 2 NC 1 NC 4 I629 5 max -.11 1 .055 2 .043 2 -1.312e-4 1 NC 2 NC 2 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 48 I 111 Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 I Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x finl LC v fin] LC z fin] LC x Rotate fr... LC In)Uv Ratio LC (n)Liz Ratio LC 630 min -.46 2 .012 1 .009 1 -6.069e-4 2 NC 1 NC 1 I 631 M70 1 max -.112 1 .092 2 -.052 1 -1.238e-4 1 NC 2 NC 1 632 min -.462 2 .024 1 -.178 4 -5.779e-4 2 NC 1 NC 4 633 2 max -.112 1 .083 2 -.034 1 -1.238e-4 1 NC 2 NC 1 634 min -.462 2 .021 1 -.114 4 -5.779e-4 2 NC 1 NC 4 I 635 3 max -.112 1 .074 2 -.017 1 -1.238e-4 1 NC 2 NC 1 636 min -.462 2 .018 1 -.049 4 -5.779e-4 2 NC 1 NC 4 637 4 max -.112 1 .064 2 .017 2 -1.238e-4 1 NC 2 NC 2 638 min -.482 2 .015 1 0 1 -5.7796-4 2 NC 1 NC 1 I 639 5 max -.112 1 .055 2 .082 2 -1.238e-4 1 NC 2 NC 2 640. mkt -.462 2 .012 1 .018 1 -5.779e-4 2 NC 1 NC 1 641 M69A 1 max -.092 1 -.06 1 .215 2 -1.075e-3 1 NC 1 NC 2 642 mk► -.381 2 -.259 2 .059 1 -4.067e-3 2 NC 2 NC 1 I 643 2 max -.092 1 -.063 1 .154 2 -1.075e-3 1 NC 1 NC 2 644 min -.381 2 -.27 2 .042 1 -4.067e-3 2 NC 2 NC 1 645 3 max -.092 1 -.066 1 .093 4 -1.075e-3 1 NC 1 NC 4 I 646 mkt -.381 2 -.28 2 .026 1 -4.067e-3 2 NC 2 NC 1 647 4 max -.092 1 -.068 1 .032 4 -1.075e-3 1 NC 1 NC 4 648 min -.381 2 -.29 2 .01 1 -4.067e-3 2 NC 2 NC 1 649 5 max -.092 1 -.07 1 -.006 1 -1.075e-3 1 NC 1 NC 1 I 650 min -.381 2 -.3 2 -.03 2 -4.067e-3 2 NC 2 NC 2 651 M70A 1 max -.041 1 -.117 1 .003 1 -3.004e-4 5 NC 1 NC 1 652. min -.192 2 -.471 2 -.048 5 -2.413e-3 2 NC 2 NC 5 653 2 max -.041 1 -.095 1 0 1 -3.004e-4 5 NC 1 NC 1 I 654 mkt -.192 2 -.385 2 -.041 5 -2.413e-3 2 NC 2 NC 5 655 3 max -.041 1 -.073 1 -.003 1 -3.004e-4 5 NC 1 NC 1 656 min -.192 2 -.299 2 -.032 5 -2.413e-3 2 NC 2 NC 5 , 657 4 max -.041 1 -.05 1 -.006 1 -3.004e-4 5 NC 1 NC 1 I 658 min -.192 2 -.213 2 -.03 2 -2.413e-3 2 NC 2 NC 2 659 5 max -.041 1 -.027 1 -.008 1 -3.004e-4 5 NC 1 NC 1 660 min -.192 2 -.126 2 -.04 2 -2.413e-3 2 NC 2 NC 2 661 M71 1 max -.049 1 -.112 1 -.029 1 1.635e-3 5 NC 1 NC 1 I 662 mkt -.226 2 -.436 2 -.109 2 4.579e-4 1 NC 2 NC 2 663 2 max -.049 1 -.09 1 -.024 1 1.635e-3 5 NC 1 NC 1 664 min -.226 2 -.351 2 -,089 2 4.5796-4 1 NC 2 NC 2 665. 3 max -.049 1 -.067 1 -.018 1 1.635e-3 5 NC 1 NC 1 I 666 min -.226 2 . -.265 2 -.069 2 4.579e-4 1 NC 2 NC 2 667 4 max -.049 1 -.044 1 -.012 1 1.635e-3 5 NC 1 NC 1 668 min -.226 2 -.178 2 -.049 2 4.5796-4 1 NC 2 NC . 2 669 5 max -.049 1 -.02 1 -.006 1 1,635e-3 5 NC 1 NC 1 670 min -.226 2 -.091 2 -.028 2 4.5790-4 1 NC 2 NC 2 671 M72 1 max -.108 1 -.038 1 -.052 1 3.028e-3 2 NC 1 NC 1 672 mkt -.441 2 -.164 2 -.178 4 8.61911e-4 1 NC 2 NC 4 673 2 max -.108 1 -.042 1 -.034 1 3.028e-3 2 . NC 1 NC 1 I 674 min -.441 2 -.176 2 -.111 4 8.6896-4 1 NC 2 NC 4 675 3 max -.108 1 -.046 1 -.016 1 3.028e-3 2 NC 1 NC 1 876 min -.441 2 -.187 2 -.044 4 8.6896-4 1 NC 2 NC 4 677 4 max -.108 1 -.05 1 .026 2 3.028e-3 2 NC 1 NC 2 I 678 min -.441 2 -.197 2 .002 1 8.6896-4 1 NC 2 NC 1 679 5 max -.108 1 -.053 1 .094 2 3.028e-3 2 NC 1 NC 2 680 min -.441 2 -.208 2 .02 1 8.6896-4 1 NC 2 NC 1 681 M73 1 max 0 1 0 4 .042 2 -5.507e-5 1 NC 4 NC 2 I 682 mkt -.001 2 -.002 5 .009 1 -2.6066.4 2 NC 5 NC 1 683 2 max 0 1 0 4 .043 2 -5.389e-5 1 NC 4 NC 2 664 mkt -.001 2 -.002 5 .009 1 -2.55e-4 2 NC 5 NC 1 685 3 max 0 1 0 4 .044 2 -5.2716-5 1 NC 4 NC 2 I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 49 I I I Company : WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer : JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: IEnvelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC (n)Uv Ratio LC (n)Liz Ratio LC I 686 min -.001 2 -.002 5 .009 1 -2.494e-4 2 NC 5 NC 1 687 4 max 0 1 0 4 .045 2 -5.153e-5 1 NC 4 NC 2 688 min -.001 2 -.002 5 .01 1 -2.438e-4 2 NC 5 NC 1 689 5 max 0 1 0 4 .046 2 -5.035e-5 1 NC 4 NC 2 I 690 min -.001 2 -.002 5 .01 1 -2.383e-4 2 NC 5 NC 1 691 M75 1 max 0 5 0 1 -.001 1 -2.746e-4 1 NC 1 NC 1 692 min 0 2 0 2 -.006 2 -1.244e-3 2 NC 2 NC 2 693 2 max 0 5 -.002 5 -.002 1 -4.409e-4 1 NC 5 NC 1 I 694. min -.002 2 -.013 2 -.009 2 -2.037e-3 2 NC 2 NC 2 695 3 max 0 5 -.002 5 -.002 1 -6.073e-4 1 NC 5 NC 1 696 mm -.004 2 -.023 2 -.011 2 -2.83e-3 2 NC 2 NC 2 697 4 max 0 5 .001 5 -.003 1 -7.737e-4 1 NC 5 NC 1 I 698 699 min -.005 2 -.031 2 -.014 2 -3.622e-3 2 NC 2 NC 2 5 max 0 5 .006 5 -.003 1 -9.4e-4 1 NC 5 NC 1 700 min -.007 2 -.038 2 -.016 2 -4.415e-3 2 NC 2 NC 2 701 M76 1 max .005 2 0 1 0 1 -1.396e-4 1 NC 1 NC 1 I 702 min .001 1 -.002 2 -.003 2 -6.299e-4 2 NC 2 NC 2 703 2 max .002 5 -.016 1 0 4 -1.461e-4 1 NC 1 NC 4 704 min 0 4 -.063 2 0 5 -6.159e-4 2 NC 2 NC 5 705 3 max 0 5 -.029 1 .004 2 -1.526e-4 1 NC 1 NC 2 I 706 mfn -.005 4 -.122 2 0 5 -8.749e-4 5 NC 2 NC 5 707 4 max -.001 5 -.04 1 .007 2 -1.591e-4 1 NC 1 NC 2 708 min -.01 4 -.178 2 0 5 -1.163e-3 5 NC 2 NC 5 709 5 max -.002 5 -.049 1 .011 2 -1.656e-4 1 NC 1 NC 2 I 710 min -.015 4 -.232 2 .001 5 -1.451e-3 5 NC 2 NC 5 711 M77 1 max .005 2 0 1 .003 2 5.968e-4 2 NC 1 NC 2 712 min ,001 1 -.002 2 0 1 1.313e-4 1 NC 2 NC 1 713 2 max 0 2 -.016 1 .021 2 4.884e-4 2 NC 1 NC 2 I 714 min -.002 5 -.063 2 .004 1 8.368e-5 5 NC 2 NC 1 715 3 max -.001 1 -.03 1 .038 2 3.799e-4 2 NC 1 NC 2 716 _min -.006 5 -.122 2 .008 1 -1.782e-4 5 NC 2 NC 1 717 4 max -.002 1 -.042 1 .055 2 2.715e-4 2 NC 1 NC 2 I 718 min -.01 4 -.179 2 .012 1 -4.4e-4 5 NC 2 NC 1 719 5 max -.003 1 -.051 1 .073 2 1.63e-4 2 NC 1 NC 2 720 min -.015 4 -.234 2 .015 1 -7.018e-4 5 NC 2 NC 1 721 M78 1 max 0 1 0 5 .006 2 1.209e-3 2 NC 5 NC 2 I 722mina min 0 5 0 2 .001 1 2.672e-4 1 NC 2 NC 1 723 2 max 0 1 -.005 1 .029 2 1.921e-3 2 NC 1 NC 2 724 min -.002 5 -.014 5 .006 1 4.31le-4 1 NC . 5 NC 1 I 725 3 max 0 1 -.009 1 .051 2 2.633e-3 2 NC 1 NC 2 726 min -.004 5 -.027 5 .011 1 5.951e-4 1 NC 5 NC 1 727 4 max -.001 1 -.01 1 .074 2 3.344e-3 2 NC 1 NC 2 728 min -.005 2 -.037 5 .016 1 7.59e-4 1 NC 5 NC 1 I 729 5 max -.002 1 -.009 1 .097 2 4.056e-3 2 NC 1 NC 2 730 min -.007 2 -.045 5 .021 1 9.23e-4 1 NC 5 NC 1 731 M79 1 max -.008 1 -.005 1 .021 2 8.66e-4 2 2635.264 1 NC 2 732 min -.035 2 -.026 2 .005 1 1.771e-4 1 495.699 2 NC 1 I 733 734 2 max -.008 1 -.004 1 .021 2 8.785e-4 2 3632.592 1 NC 2 min -.035 2 -.022 2 .005 1 1.791e-4 1 692.292 , 2 NC 1 735 3 max -.007 1 -.004 1 .021 2 8.909e-4 2 5709.784 1 NC 2 736 min -.035 2 -.019 2 .005 1 1.81e-4 . 1 1103.647 2 NC 1 I 737 4 max -.007 1 -.003 1 .021 2 9.034e-4 2 NC 1 NC 2 738 min -.035 2 -.016 2 .005 1 1.83e-4 1 2388.884 2 NC 1 739 5 max -.007 1 -.003 1 .021 2 9.158e-4 2 NC 1 NC 2 740 min -.034 2 -.913 2 .005 1 1.849e-4 1 NC 2 NC 1 I741 M80 1 max -.008 1 -.005 1 -.005 1 -9.205e-5 5 2580.516 1 7723.975 1 RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 50 I Company WET ATE BAPTIST CHURCH -TI ARD OR Au 3 2009 S G G , P Y g Designer JFB 6:25 PM I Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope Member Section Deflections (Continued) Member Sec x tint LC v tint LC z Pint LC x Rotate fr... LC (n)L/v Ratio LC (n)L/z Ratio LC 742. min -.035 2 -.026 2 -.025 2 -5.545e-4. 2 492.922 2 1589.973 2 I 743 2 max -.008 1 -.005 1 -.005 1 -1.172e-4 1 3566.306 1 NC 1 744 min -.035 2 -.022 2 -.024 2 -6.019e-4 2 688.829 2 2201.32 2 745 3 max -.008 1 -.004 1 -.005 1 -1.274e-4 1 5625.359 1 NC 1 746 min -.035 2 -.019 2 -.023 2 -6.494e-4 2 1099.03 2 3441.345 2 I 747 4 max -.007 1 -.003 1 -.005 1 -1.375e-4 1 NC 1 NC 1 748 min -.035 2 -.016 2 -.022 2 -6.968e-4 2 2379.366 2 7202.617 2 749 5 max -.007 1 -.003 1 -.004 1 -1.4770-4 1 NC 1 NC 1 750 min -.034 2 -.013 2 -.021 2 ,-7.443e-4 2 NC 2 NC 2 751 M81 1 max .002 5 .001 5 .044 2 1.985e-3 2 NC 5 3067.478 2 752 min 0 4 -.002 2 .009 1 4.037e-4 1 NC 2 NC 1 753 2 max .002 5 0 5 .044 2 1.925e-3 2 NC 5 4117.717 2 754 min 0 4 -.002 2 .009 1 3.904e-4 1 NC 2 NC 1 I 755 3 max .002 5 0 5 .043 2 1.865e-3 2 NC 5 6217.065 2 756 min 0 4 -.001 2 .009 1 3.77e-4 1 NC 2 NC 1 757 4 max .002 5 0 5 .043 2 1.804e-3 2 NC 5 NC 2 I 758 min 0 1 -.001 2 .009 1 3.6370-4 1 NC 2 NC 1 759 5 max .002 5 0 5 .042 2 1.744e-3 2 NC 5 NC 2 760 min 0 1 -.001 2 .009 1 3.503e-4 1 NC 2 NC 1 761 M82 1 max 0 2 0 1 -.01 1 -3.593e-4 1 NC 1 5459.369 1 I 762 min -.002 5 -.003 5 -.048 2 -1.752e-3 2 4456.712 5 1122.174 2 763 2 max 0 2 0 1 -.01 1 -3.482e-4 1 NC 1 7459.133 1 784 min -.002 5 -.002 5 -.047 2 -1.708e-3 2 6324.785 5 1530.031 2 765 3 max 0 2 0 1 -.01 1 -3.371e-4 1 NC 1 NC 1 766 min. -.002 5 -.002 5 -.045 2 -1.864e-3 2 NC 5 2348.674 2 767 4 max 0 2 0 1 -.009 1 -3.26e-4 1 NC 1 NC 1 768 min -.002 5 -.001 5 -.044 2 -1.82e-3 2 NC 5 4810.965 2 769 5 max 0 2 0 1 -.009 1 -3.149e-4 1 NC 1 NC 1 I 770 min -.002 5 -.001 2 -.042 2 -1.576e-3 2 NC 2 NC 2 771 M78A 1 max -.003 1 -.005 1 0 1 -6.533e-6 1 9263.171 1 NC 1 772 min -.015 2 -.026 2 0 1 -3.e-5 2 1891.445 2 NC 1 773 2 max -.002 1 -.003 1 0 1 -5.671e-6 1 NC 1 NC 1 I 774 min -.011 2 -.016 4 0 2 -2.604e-5 2 3184.899 4 NC 2 775 3 max -.002 1 -.001 1 0 1 -4.809e-6 1 NC 1 NC 1 776 min -.007 2 -.01 4 0 2 -2.209e-5 2 5141.924 4 NC 2 777 4 max 0 1 0 2 0 1 -3.947e-6 1 NC 2 NC 1 I 778 min -.004 2 -.005 4 0 2 -1.814e-5 2 NC 4 NC 2 779 5 max 0 1 0 1 0 1 -3.084e-6 1 NC 1 NC 1 780 min 0 1 0 1 0 1 -1.418e-5 2 NC 1 NC 1 1 Envelope RISC 13th ASD Steel Code Checks Member Shane Code C...Loc[ft] LC Shear... Loc[ft] Dir LC Pnc/om[k] Pnt/om[k] Mnvy/om...Mnzz/om...Cb Eon I 1 M1 HSS4X4X4 .203 3 4 .110 3 v 2 81.758 84.618 9.817 9.817 2... H1-1b 2 M3 PIPE6.0X .435 .5 2 .435 0 2 169.802 189.868 28.024 28.024 1..., H1-lb 3 M4 PIPE 6.0X .393 0 2 .221 0 2 169.14 169.868. 28.024 28.024 1... HI-lb 4 M5 PIPE_6.0X .387 0 2 .434 0 2 169.802 169.888 28024 28.024 1.- H1-lb 5 M6 HSS6X4X6 .379 9.5 2 .095 9.5 z 2 111.602 155.306 18.728 24.871 2•••, H1-lb ' 6 M7 HSS6X4X6 .407 0 2 .094 0 z 2 111.602 155.306 18.728 24.871 2..., H1-lb 7 M11 W8X10 .516 4.156 2 .102 0 y 2 24.172 88.623 4.071 13.189 1-- H1-lb 8 M12 W8X10 .512 5.344 2 .102 9.5 y 2 24172 88.823 4.071 13.202 1-.•. H1-lb. 9 M10 HSS4X4X4 .472 10 2 .065 10 z 2 57.747 84.618 9.817 9.817 2•••• H1-1a 10 M11A HSS4X4X4 .415 5 2 .068 0 y 2 57.747 84.618 9.817 9.817 1.... H1-lb I 11 M 12A HSS4X4X4 .341 5 2 .066 0 v 2 57.747 84.618 9.817 9.817 1-- H1-lb 12 M13 HSS4X4X4 .414 5 2 .063 0 y 2 57.747 84.618 9.817 9.817 1-- H1-lb I RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 51 Company : WESTGATE BAPTIST CHURCH -TIGARD, OR' Aug 3, 2009 Designer : JFB 6:25 PM Job Number : 09808 RETRACTABLE PLATFORM Checked By: ' Envelope MSC 13th ASD Steel Code Checks (Continued) Member Shape Code C...Loc[ftt LC Shear... Loc[ft] Dir LC Pnc/om[k] Pnt/om[k] Mnyy/om...Mnzz/om...Cb Ean ' 13 M14 HSS4X4X4 .415 5 2 .069 0 v, 2 57.747 84.618 9.817 9.817 1.... Hl-lb 14 M15 HSS4X4X4 .341 5 2 , .066 _ 10 y_ 2 57.747 84.618 9.817 9.817 1... H1-lb 15 M16 HSS4X4X4 .414 5 2_ .063 10 v 2 57.747 84.618 9.817 9.817 1... H1-lb 16 M17 HSS4X4X4 .433 2.83 2 .022 0 y 2 82.068 84.618 9.817 9.817 1... H1-la 17 M18 HSS4X4X4 .235 0 4 .098 0 v 2 75.382 84.618 9.817 9.817 2.•• H1-lb 18 M19A HSS4X4X4 .352 3 4 .139 3 ,y A. 81.758 , 84.618 9.817 9.817 2.... H1-lb 19 M20 HSS4X4X4 .533 0 2 .070 0 v 4 81.606 84.618 9.817 9.817 1•••. H1-1a 20 M22 HSS4X4X4 .352 3 4 .140 3 y 4 81.758 84.618 9.817 9.817 2.••- H1-lb 21 M23 HSS4X4X4 .542 0 2 .070 0 v 4 81.606 84.618 9.817 9.817 1.•• H1-1a 22 M25 HSS4X4X4 .206 3 2 .112 3 y 2 81.758 84.618 9.817 9.817 2.••• H1-lb 23 M26 HSS4X4X4 .241 0 2 .101 0 v 2 75.382 84.618 9.817 9.817 2.•• H1-lb 24 M28 HSS4X4X4 .193 0 4 .058 0 y 4 81.606 84.618 9.817 9.817 1•••- H1-lb 25 M29 HSS4X4X4 .244 0 2 .057 0 v 2 83.634 84.618 9.817 9.817 1••• H1-1b 26 M30 HSS4X4X4 .196 0 4 .060 0 y 4 81.606 84.618 9.817 9.817 1.•• H1-lb 27 M31 HSS4X4X4 .108 . 3.08 5 .071 0 v 4 81.606 84.618 9.817 9.817 1.••. H1-lb 28 M32 HSS4X4X4 .119 3.08 2 .075 0 y 4 81,606 84.618 , 9.817 9.817 1.••. H1-lb 29 M33 HSS4X4X4 .301 2.42 2 .047 2.42 v 2 82.746 84.618 9.817 9.817 1.••. H1-1a 30 M34 HSS4X4X4 .337 2.42 2 .078 2.42 y 5 82.746 84.618 9.817 9.817 1.••. Hi-la 31 M35 HSS4X4X4 .100 0 2 .080 2.84 v 5 82.05 84.618 9.817 9.817 1.... H1-lb 32 M36 HSS4X4X4 .114 0 4 .069 2.84 y 4 82.05 84.618 9.817 9.817 2••. H1-lb ' 33 M37 HSS4X4X4 .249 3.041 2 .053 3.041 v 4 81.681 84.618 9.817 9.817 2.... H1-1b 34 M38 HSS4X4X4 .213 6 4 .041 6 y 5 73.744 84.618 9.817 9.817 1.••. H1-lb 35 M39 HSS4X4X4 .251 0 4 .054 0 v 4 81.681 84.618 9.817 9.817 2... H1-lb 36 M40 HSS4X4X4 .194 6.12 4 .094 6.12 y 2 73.334 84.618 9.817 9.817 3.... H1-lb ' 37 M41 HSS4X4X4 .182 2.92 2 .019 2.92 v 5 81.906 84.618 9.817 9.817 1... H1-lb 38 M42 HSS4X4X4 .194 0 4 .096 0 y 2 73.334 , 84.618 9.817 9.817 3..•. H1-lb 39 M43 HSS4X4X4 .037 1.2 2 .013 1.2 v 4 84.154 84.618 9.817 9.817 2... H1-1b ' 40 M44 HSS4X4X4 .022 1 4 .023 1 y 2 84.295 84.618 9.817 9.817 2... Hi-lb 41 M45 HSS4X4X4 .027 1.2 4 .013 1.2 v 2 84.154 84.618 9.817 9.817 2.... H1-1b 42 M46 HSS4X4X4 .019 1 4 .024 1 y 2 84.295 84.618 9.817 9.817 2••-- H1-lb 43 M47 HSS4X4X4 .079 0 2 .028 0 v 2 82.208 84.618 9.817 9.817 2.... H1-1b 44 M48 HSS4X4X4 079 2.75 4 .036 2.75 y 5 82.208 84.618 9.817 9.817 2.... H1-lb 45 M49 HSS4X4X4 .252 1.75 4 .058 1.75 v 4 83.634 84.618 9.817 9.817 1.... H1-1b 46 M50 HSS4X4X4 .019 0 2 .015 0 y 2 84.331 84.618 9.817 9.817 1... H1-lb 47 M51 HSS4X4X4 .007 0 2 .007 0 z 5 84.411 84.618 9.817 9.817 1.7 H1-lb ' 48 M52 HSS4X4X4 .019 0 4 .020 0 y 4 84.331 84.618 9.817 9.817 1.••. H1-lb 49 M53 L2.5X2X3 .010 . 0 4 .008 0 v 2 16 24.222 -Code ch.. 50 MM L2.5X2X3 .010 0 4 .022 0 y 2 13.874 24.222 -Code ch.. 51 M55 L2.5X2X3 .012 0 4 .014 3.824 v 4 10.245 24.222 -Code ch.. 52 M56 L2.5X2X3 .002 0 5 .012 0 y 4 16.45 24.222 -Code ch.. 53 M57 L2.5X2X3 .002 0 5 .017 0 v 4 17.018 24.222 -Code ch.. 54 M58 L2.5X2X3 .002 0 . 2 .017 2.25 y 2 17.018 24.222 -Code ch.. 55 M59 L2.5X2X3 .002 0 2 .014 2.388 v 2 16.45 24.222 -Code ch.. ' 56 M60 L2.5X2X3 .023 0 2 .013 0 y 2 10.245 24.222 -Code ch- 57 M61 L2.5X2X3 .024 0 2 .020 2.985 v 2 13.874 24.222 -Code ch.. 58 M62 L2.5X2X3 .023 0 2 .010 2.495 y 4 16 24.222 -Code ch.. 59 M63 HSS4X4X4 .013 0 2 .028 0 y 2 82.068 84.618 9.817 9.817 1 H1-1 b ' 60 M64 HSS4X4X4 .017 0 2 .000 0 y 1 82.068 84.618 9.817 9.817 1 H1-lb 61 M65 HSS4X4X4 .017 0 2 .000 0 v 1 82.068 84.618 9.817 9.817 1 H1-lb 62 M66 HSS4X4X4 .013 0 2 .035 0 y 2 82.068 84.618 9.817 9.817 1 H1-lb 63 M69 L2.5X2X3 .001 2.83 1 .000 0 v 1 14.554 24.222 -Code ch.. ' 64 M70 L2.5X2X3 .001 2.83 1 .000 0 y 1 14.554 24.222 -Code ch- 65 M69A L2.5X2X3 .000 0 2 .000 3.327 v 5 12.371 24.222 -Code ch.. 66 M70A L2.5X2X3 .000 0 1 .000 0 y 4 10.138 24.222 -Code di.. 67 M71 [.2.5X2X3 .000 0 1 .000 0 v 4 10.138 24.222 -Code ch- 68 M72 L2.5X2X3 .000 0 5 .000 3.327 y 4 12.371 24.222 -Code oh- RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\platform(V7)withoutsupports.r3d] Page 52 1 f r Company WESTGATE BAPTIST CHURCH -TIGARD, OR Aug 3, 2009 Designer JFB 6:25 PM Job Number 09808 RETRACTABLE PLATFORM Checked By: Envelope MSC 13th ASD Steel Code Checks (Continued) Member Shape Code C...Loc[ft] LC Shear... Loc[ft] Dir LC Pnc/om[k] Pnt/om[k] Mnyy/om...Mnzz/om...Cb Eqn 69 M73 PIPE 6.0X .511 0 2 .434 0 2 169.861 169.868 28.024 28.024 1..., H1-1b r 70 M75 LL3X2X4X3 .110 3.136 4 .009 0 y 2 32.138 51.305 2.483 3.108 1.... H1-lb 71 M76 LL3X2X4X3 .581 3.071 2 .004 0 v 5 32.138 51.305 2.483 3.108 1.•• 72 M77 LL3X2X4X3 .585 3.071 4 .004 0 y 5 32.138 51.305 2.483 3.108 1... H1-la 73 M78 LL3X2X4X3 .110 3.136 2 .008 0 v 4 32.138 51.305 2.483 3.108 1.••. H1-lb 74 M79 HSS4X4X4 .542 .528 2 .275 .528 y 4 84.528 84.618 9.817 9.817 1..., H1-lb 75 M80 HSS4X4X4 .583 .528 2 .318 .528 v 2 84.528 84.618 9.817 9.817 1.... H1-1 b 76 M81 HSS4X4X4 .121 .528 4 .142 .528 y 2 84.528 84.618 9.817 9.817 1..., H1-lb 77 M82 HSS4X4X4 .174 .528 2 .131 .528 v 4 84.528 84.618 9.817 9.817 1.•• H1-1b 78 M78A HSS4X4X4 .457 0 2 .015 0 y 2 79.294 84.618 9.817 9.817 1.••• H1-la Material Takeoff Material Size Pieces Length[ft] Weight[K] 1 Hot Rolled Steel 2 A36 Gr.36 PIPE_6.0X 4 2.8 0 3 A36 Gr.36 LL3X2X4X3 4 25.1 .2 4 A500 Gr.42 HSS4X4X4 50 185.7 2.1 5 A500 Gr.42 HSS6X4X6 2 19 .4 6 A992 L2.5X2X3 16 47.9 .1 7 A992 W8X10 2 19 .2 8 Total HR Steel 78 299.5 3.1 r r i r r i r r RISA-3D Version 8.0.3 [T:\...\...\ProjectDocs.09808\Struct Calcs\ Iaform V7 withoutsuPPorts.r3dl Page 53