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Report STRUCTURAL DESIGN ANALYSIS OF RED ROBIN CURVED NET SIGN Prepared for Priority Sign Date: October 6,2014 stO PR 0.4j, otmlo 417 ct moo, r Robert-James&Associates,Inc. 12255 West 187t Street P !f1.44; 4 Mokena,Illinois 60448 . 4►4:00 e y LYNM IEXPifi LZ0Ps 1 TABLE OF CONTENTS RED ROBIN MARQUEE WALL Page# A. Project Overview 1 General B. RISA Models 1 Solid Members 2 Solid Members with Loads 3 Wire Members 4 Wire Nodes C. RISA 3-D Data 1 Global Conditions 1-2 Joint Coordinates 2-3 Member Data 4 Boundary Conditions 4-5 Design Parameters 5 Section Sets 5 Properties 5 Basic Load Cases 5 Load Combinations 6 Load Combination Design 6 Member Area Loads 6-8 Member Distributed Loads 8 Envelope Joint Reactions 9-19 Envelope Member Forces 19-30 Envelope Member Stresses 30-31 Envelope Code Checks D Calculations 1-2 Design of Mounting Bolts at 1.90" Diameter Pipe and Angle Clip 2 Design of Mounting Angle Clip at Pipe Plate 2 Design of Mounting Bolts at Pipe Plate 3 Design of Pipe Plate 3 Design of Mounting Bracket Match Plate 3 Design of Mounting Bracket Tube Stand-Offs 4 Design of Mounting Bolts at Building 1 4 Design of Mounting Plate at Building A. GENERAL M B. RISA MODELS r 1 1 Y VP Z x 1 r r I � ' . / /7 I e 1 i 1 •....,, . 01 ix 4 . 4,;, . . .0 .1 • _ .. . •-...:-.r. , s.s.,..., .0.110 PPI1111°.1"./1 I i I -L - 1 1 1 1 I . I . I I 1 I Solve°,Envelope i Robert James&Associate Red Robin - Portland, OR _ Oct 2,2014 at 11:42 PM Red Robin-Portland-OR.R3D -----:.' T itletil Z x 0 • • A -037Wh i••• - - •037WR A • -.077. \ fr&/'12,..4$ 17;.--.:1 -A.:,:,-. .. -......*4 v.,. , 1 • .. , , , .' <il i OP::1/"H‘. ..'Al i -70 A.4 V -I, -'I'M• ,r ti /-OUWrt + r-� v e f_ -00dWR._�, - � ' s d I •o-037101t . : -- 't '..d''.' `t :Ot2WR i oott O12me .001• r. �'_--.012WR -.12Wtt • • • ■ ! Loeb.LC 3.DI•WL o Shcvion.Ernabp• Robert James&Associates Red Robin- Portland, OR Oct 2, 2014 at 11:43 PM I. I Red Robin-Portland-OR.R30 r ti Iz max, - I • I' M,,e e 4, 4•04! .. , 4 • • p 0.0•42-'01°. u� 02. 02. • • *r9 S_u;nn Er.eo,e Robert James &Associates Red Robin- Portland, OR i Oct 2, 2014 at 11:42 PM Red Robin-Portland-OR.R3D Y z x ti 124 _ , J 13 436 . ., 4 AlkA d 14 ' 46 0111111r4V,42 453 " a 1 x 1 llgrlIlli..IIIIIIIb 01:1111° . a39 lf,43 041100000101 I tJ I • s • I I I ¶412 I 1 I 1 , � I I 1 . 1 Solution Envelope Robert James&Associates Red Robin - Portland, OR Oct 2,2014 at 11:41 PM f Red Robin-Portland-OR.R3D 1 C. RISA 3-D DATA Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin - Portland, OR Checked By: Global Display Sections for Member Calcs 5 'Max Internal Sections for Member Calcs 97 'Include Shear Deformation Yes _ Include Warping Yes Area Load Mesh(inA2) 144 Merge Tolerance(in) .12 (P-Delta Analysis Tolerance 0.50% Vertical Axis Y , 'Hot Rolled Steel Code AISC:ASD 9th Cold Formed Steel Code AISI 99:ASD Wood Code NDS 91/97:ASD Wood Temperature <100F Concrete Code ACI 2002 (Number of Shear Regions 4 _ R:•ion S•acin, Increment(in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor PCA _ .65 Concrete Stress Block Rectangular Use Cracked Sections _ Yes - Bad Framin. Wami •s No - Unused Force Wamin.s Yes 1 ... Joint Coordinates and Temperatures Label X f_ Y[ft) Z I tl Temp fF1 Detach Fro... 1 N1 0.214778 _-0.135194 -16.651654 0 2 N2 0.214778 2.364805 -20.984832 0 3 N3 0.214778 -0.135194 -20.984832 0 4 N4 1.379386 I 2.364805 -12.318475 0 5 N5 0.214778 II 2.364805 -12.318475 0 6 N6 0214778 [ -0,135194 -12.318475 0 7 N7 _ 1.376119 1 3.343813 -20.984832 0 8 N8 1.379386 3.093969 -12.318475 0 9 N9 2.190295 4,918092 -9.56709 0 10 N10 2.190295 4.918092 -23.733757 0 11 N11 2.190295 -2.161805 -25.710043 _ 0 12 N12 2.190295 -2.161805 -7.671653 0 13 N13 2_094004 , _ 4.927242 -16.651674 0 _ 14 N14 -0.620614 2.364805 -12.318475 0 15 N15 -2.075176 2.364805 -12.318475 0 16 N16 -1.620614 _ -0.135194 -12.318475 0 17 N17 -3.029473 -0.135194 -12.318475 1 0 18 N18 1.379386 2.364805 -20.984832 I 0 1 19 N19 j -1.620614 -0.135194 -20.984832 0 20 N20 -3.029473 -0.135194 -20.984832 0 _ 21 N21 -0.620614 _ 2.364805 _ -20.984832_ 0 -- . 22 N22 -2.075176 2.364805 . -20.984832 0 23 N23 1.794705 4.593941 -14.38084 0 24 N24 ! 1.794924 4.927211 -18.922507 0 25 N25 0.47932$________ 3.093813 -23.547332 0 26 N26 I 0.428859 _ 1.781473 -9.620559 0 27 N27 0 -0.135194 -8.551815 0 _ 1, 28 _ N28 0.428859 -0.135194 _ -9.620559 0 _ 9 N29 1.379386 _ -0.135194 _ -12.318475 0 _ N30 1.794705 -0.135194 -14.380825 _ 0 31 N31 _ 2.094004 -0.135194 -16.651658 0 RISA-3D Version 7.0.0 [C:IRISA\Red Robin-Portland -OR.R3D] Page 1 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM - Job Number Red Robin-Portland OR Checked By: Joint Coordinates and Temperatures (Continued) Labs' X fftl Y fftl Z_ _ Temp fFl Detach Fro... 32 I N32 1.794924 I -0.135194 l -18.922492 0 J 33 N33 1.376119 I -0.135194 -20.984832 0 _34 N34 0.479828 -0.135194 -23.547332 0 35 N35 0 -0.135194 -24.727849 0 36 N36 0 I -0.822694 -8.551815 0 37 N37 0.428859 I -0.822694 -9.620559 0 38 N38 1.379386 I -0.822694 -12.318475 , 0 39 N39 1.794705 -0.822694 • -14.380825 0 40 N40 2.094004 -0.822694 -16.651658 0 41 i N41 1.794924 I_ -0.822694 -18.922492 0 42 N42 1.376119 I -0.822694 -20.984832 0 43 N43 _0.479828 -0.822694 -23.547332 0 44 I N44 0 -0.822694 -24.727849 0 45 f N45 0 -1.656027 -8.551815 0 46 N46 0.428859 -1.656027 -9.620559 0 47 N47 1.379386 _ -1.656027 -12.318475 0 48 N48 1.794705 -1.656027 -14.380825 0 I 49 N49 2.094004 -1.656027 -15,651658 0 _ 50 ! N50 1.794924 -1.656027 -18.922492 0 51 N51 1.376119 -1.656027 -20.984832 0 - 152 . N52 0.479828 -1.656027 -23.547332 0 _ 153 N53 0 -1.656027 -24.727849 0 154 ! N54 0 1.531473 -8.551815 _ 0 55 ! N55 0.428859 1.531473 -9,620559 0 56 N56 1.379386 1.531473 -12.318475 0 ` 57 N57 1.794705 1.531473 -14.380825 0 58 I N58 2.094004 I 1.531473 -16.651658 0 1 59 N59 1.794924 1 1.531473 -18.922492 i 0 i 60 1 N60 1.376119 1.531473 -20.984832 0 61 N61 0.479828 1.531473 -23.547332 0 62 N62 1.531473 _ -24.727849 i 0 63 N63 1.197528 2.864806 -11.802301 0 64 N64 1.379386 2.864806- -12.318475 0 _ 65 N65 1.794705 2.864806 -14.380825 0 66 N66 2.094004 2.864806 -16.651658 0 67 N67 1.794924 1 2.864806 -18.922492 0 68 N68 1.376119 2.864806 -20.984832 0 69 N69 0.479828 2.864806 -23.547332 0 70 N70 0 2.864806 -24.727849 0 71 N71 1.744363 I 4.260639 -14.13084 0 72 N72 1.794705 i 4.260639 -14.380825 0 73 N73 2.094004 ! 4.260639 -16.651658 0 74 N74 1.794924 4.260639 -18.922492 0 75 N75 1.625694 4.260639__ -19.75584 _ 0 176 II N76 -.25 4.918092 -9.56709 0 77 ' __ N77 -.25 4.918092 -23.733757 I 0 78 N78 • -.25 -2.161805 -25.710043 ! 0 1 79 N79 �._ -.25 1 -2.161805 -7.671653 I 0 Member Primary Data Label I Joint J Joint_K Joint Rotate(d... Section/Shape Type Design List Material Desion Rules 1 1 M1 ___ ! N1 N5 12X2X3/16 HSS Beam Tube A500 Gr.... Typical 1 2 I M2 N1 N2 __ 12X2X3/16 HSS Beam Tube A500 Gr...\ Typical 1 3 ' _M3 I N3 N6 _ 2X2X3/16 HSS Beam Tube A500 Gr.... Typical 4 I _ M5 i N29 _ N16 i 2.5X2.5X3/16 HSS Beam Tube A500 Gr.... Typical I 5 i_ M6 • N14 , N4 i 12.5X2.5X3/16 HSS , Beam Tube A500 Gr.... _ Typical RISA-3D Version 7.0.0 [C:IRISA\Red Robin- Portland-OR.R3D] Page 2 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin-Portland, OR Checked By: . Member Primary Data(Continued) Label I Joint J Joint K Joint I otate(d.,. Section/Shane_ Tvoe DesI n_List Material Desion Ru es l 6 M8 i N7 N51 2X2X1/8 AL I Beam Tube 6061-T6..J Typica • I 7 M9 N8 N47 2X2X1/8 AL Beam Tube 6061-16.. Tyoica ' 8 M10 N13 N49 2X2X1/8AL 1 Beam , Tube 6061-16.. Typica 9 M11 N14 N15 2X2X3/16 HSS Beam Tube ;A500 Gr... Typica 10 M12 N16 N17 2X2X3/16 HSS Beam Tube A500Gr... Typica ' 11 M13 ! N33 N19 2.5X2.5X3/16HSS Beam Tube A500Gr.. Typica 12 M14 ' N21 N18 - 2.5X2.5X3/16 HSS Beam Tube A500 Gr.... Typica ' 13 M15 N19 N20 2X2X3/16 HSS . Beam Tube A500 Gr...; Typica 14 i M16 N21 N22 2X2X3/16 HSS I Beam Tube k500 Gr... Typica 15 M17 N23 N48 I 4X2X1/4 AL I Beam ` Tube 16061-T6..i Twice 16 I M18 N24 N50 4X2X1/4 AL I Beam Tube 16061-T6.. Typica - 17 I M19 ! N25 N52 2X2X1/8 AL ! Beam Tube {(6061-16..i Tvoica 18 1 M20 N26 , N46 ! 2X2X1/8 AL ' Beam+ Tube 16061-16.. Typica _ 19 M21 N27 N28 180 1 Raceway Beam Rectangular..6061-T6..., Typica 20 M22 N28 N29 180 Raceway I Beam Rectangular..,6061-T6..{ Tvoica 21 M23 N29 N30 , 180 Raceway I Beam 'Rectangular..,6061-T6..J Tvoica 22 M24 N30 N31 180 Raceway I Beam Rectangular..6061-T6... Typica _23 M25 N31 N32 180 Raceway Beam Rectangular..6061-T6... Tvoica 24 M26 N32 N33 180 Raceway Beam Rectangular..4061-16...L._ Tyoica 25 M27 , N33 N34 180 Raceway Beam Rectangular..,6061-T6... _ TYDICa - 26 M28 N34 N35 180 Z_ Raceway Beam Rectangular..4061-T6.. Typica - 27 M29 N36 N37 180 I Raceway Beam Rectangular..6061-16... TVDICa 28 M30 _ N37 N38 180 ! Raceway Beam Rectangular..6061-16... Typica 29 M31 N38 N39 180 Raceway Beam Rectangular...6061-T6.., Typica 30 M32 N39 ' N40 180 _ Raceway Beam Rectangular_6061-T6...f Typica - 31 M33 N40 N41 180 Raceway i Beam Rectangular...6061-16.. Typica 32 M34 N41 N42 180 Raceway i Beam Rectangular..4061-16... Typica 33 M35 N42 N43 180 Raceway ! Beam Rectangular..6061-16... Tyoica 34 . M36 N43 N44 180 Raceway I Beam Rectangular..,6061-T6... Typica 35 M37 N45 N46_ 90 HOR STIFF I Beam Tube 6061-16... T pica 36 M38 N46 N47 90 1 HOR STIFF ' Beam Tube 6061-T6..1 Typica 37 M39 N47 N48 90 HOR STIFF Beam Tube 6061-T6... Typica 38 M40 N48 N49 _ 90 ' HOR STIFF I Beam Tube 6061-T6..J Typica 39 M41 N49 N50 90 HOR STIFF I Beam Tube 6061-16... Typica 40 . M42 I N50 N51 90 HOR STIFF i Beam , Tube 6061-16... Typica 41 M43 1 N51 N52 90 HOR STIFF I Beam Tube 6061-T6.., Typica 42 M44 I N52 N53 90 _ HOR STIFF 1 Beam, Tube 6061-16... Typica 43 M45 _, N54 N55 90 HOR STIFF ' Beam Tube 6061-16.. Typica 44 M46 N55 N56 90 HOR STIFF Beam Tube 6061-16... Typica 45 M47 N56 N57 90 HOR STIFF Beam Tube 16061-16.., Typica 46 M48 N57 N58 90 HOR STIFF Beam Tube _6061-T6.. Tyoica 47 M49 N58 N59 90 HOR STIFF Beam Tube 6061-T6... Typica 48 M50 N59 N60 90 HOR STIFF Beam Tube 6061-T6... Typica 49 I M51 N60 N61 90 _ HOR STIFF Beam Tube 6061-16... Typica 50 i M52 N61 N62 90 HOR STIFF I Beam_ Tube 16061-T6... Typica j 51 M53 i N63 N64 , 90 HOR STIFF Beam i Tube 6061-T6..J Typica 52 M54 N64 N65 90 ! HOR STIFF Beam ! Tube 6061-T6.. Tvoica . 153 M55 N65 N66 90 HOR STIFF Beam I Tube 6061-T6.. Tvoica - 54 M56 ! N66 N67 90 HOR STIFF Beam ! Tube 16061-16... Tyoica 55 M57 N67 N68 90 HOR STIFF Beam Tube 16061-T6.. Typiq 56 M58 N68 N69 , 90 HOR STIFF i Beam Tube 16061-T6.. TvDica 57 M59 N69 N70 _ 90 HOR STIFF I Beam_ Tube 6061-T6..t Typiq 58 M60 N71 N72 _ 90 HOR STIFF Beam I Tube 6061-16 ... Typica 1 59 M61 N72 N73 90 HOR STIFF Beam Tube 6061-T6... Typica 60 M62 N73 N74 _ 90 I HOR STIFF Beam Tube 6061-16... Typica 61 M63 N74 N75 _ 90 I HOR STIFF I Beam; Tube 6061-T6... Typica RISA-3D Version 7.0.0 [C:IRISA\Red Robin-Portland-OR.R3D] Page 3 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM - Job Number Red Robin -Portland, OR Checked By: Joint Boundary Conditions Joint Label_ X jkfinl Y fkfinl Z fk/iin1 X Rot.fk-ft/radl Y Rot.fk-ft/radl Z Rot.fk-ft'radl Footing 1 I N15 __ Reaction Reaction Reaction 1 i 2 N17 Reaction Reaction Reaction 3 N20Reaction_ • Reaction Reaction_________ 4 N22 Reaction Reaction Reaction I Design Parameters Label Shape _Length... LbwfftJ Lbzzfftj Lcomp to...Lcomp b... Kw Kzz Cm-yy Cm-zz Cb y swayz away Function 0 M1 2X2X3/1... 5.0031 ' I 1 Latera 2 M2 2X2X3/1... 5.003 1 Latera M3 2X2X3/1... 8.666 I- Latera 4 M5 2.5X2.5X... 3 - Latera 5 M6 2.5X2.5X... 2 Latera 6 M8 2X2X1/8... 5 Latera 7 M9 2X2X1/8... 4.75 I Latera 8 M10 2X2X1/8...6.583 Latera , 9 M11 .2X2X3/1-.. 1.455 Latera 1• M12 2X2X3/1... 1.409 Latera I II M13 12.5X2.5X...2.997I Latera ITi M14 2.5X2.5X... 2 I _ LLatera IIMI M1 2X2X3/1... 1.409 _ Latera 14 M16 42X2X3/1... 1.455 . Latera • - 15 M17 X2X1/4... 6.25 I - (Latera - 1: M18 4X2X1/4.. 6.583 i Latera Mil M1• X118... 4.75 i ! Latera HM20 1/8•••3.438 I j ! 1 Latera M21 Raceway L 1.152 .5 .5 .5 1_ .5 I I I Latera 20 M22 Raceway i 2.86 .5 .5 .5 .5 I !Latera 21 M23 Raceway 2.104 .5 .5 .5 I .5 I I Latera 22 M24 j Raceway 1 2.29 .5 .5 .5 .5 I I _4 Latera 23 M25 Raceway 1 2.29 .5 .5 .5 .5 _ _ Latera 24 M26 Raceway 2.104 .5 .5 .5 .5 1 Latera 25 M27 Raceway 2.715 .5 .5 .5 .5 l Latera 26 M28 Raceway 1.2741 .5 .5 .5 .5 _ _ Latera 27 M29 Raceway 1.1521 .5 .5 .5 .5 _ Latera 28 M30 Raceway 2.86 1 .5 .5 .5 .5 Latera 29 I M31 Raceway 2.104_' .5 I .5 .5 .5 1 Latera 30 M32 Raceway 1 2.29 I .5 ' .5 .5 .5 GLatera 31 M33 Raceway ■ 2.29 .5 .5 .5 .5 Latera 32 i M34 Raceway i 2.104 I .5 .5 .5 .5 I Latera 33 ' M35 Raceway 2.7151 .5 .5 .5 .5 1 Latera 34 1 M36 Raceway 1 1.274 .5 .5 .5 1 .5 Latera 35 M37 HOR STI... 1.152 .5 .5 .5 I .5 Latera 36 M38 HOR STI...I 2.86 .9 .5 , 5 .5 I .Latera 37 M39 HOR STI...!2.104 .5 I .5 .5 .5 ( Latera 38 M40 HOR STI...I 2.29 .5 i .5 .5 .5 I Latera .` 39 M41 HOR STI.. 229 .5 .5 .5 _' .5 .Latera 40 M42 HOR STI...I 2.104 .5 I _5 , .5 : .5 . I Latera 41 M43 HOR STI...I 2.715 .5 .5 .5 .5 + 1 Latera 42 M44 HOR STI..J 1.274 .5 s5 _.5 .5 Latera 43 M45 HOR STI... 1.152 .5 .5 .5 .5 _ � Latera 44 M46 HOR STI... 2.86L .5 s5 .5 .5 _ _Latera 45 M47 HOR STI... 2.104 .5 .5 .5 .5 Latera- 46 M48 HOR STI... 2.29 .5 15 .5 . .5 Latera 47 M49 HOR STI... 2.29 .5 .5 .5 .5 Latera 48 M50 1HOR sTI... 2.104 .5 .5 .5 .5 1 Latera RISA-3D Version 7.0.0 [C:\RISA\Red Robin - Portland -OR.R3D] Page 4 Company Robert James&Associates Oct 2. 2014 Designer 11:43 PM - Job Number Rea Robin - Portland. OR Checked By: Design Parameters (Continued) Label Shape Length.. Lbyv[ftJ Lbzz[91 Lcomp to...Lcomo b.., Kyy Kzz Cm-vy Cm-zz Cb y swayz sway Function 49 M51 'HOR sTI...2.715 .5 .5 ' .5 .5 'Latera 50 M52 HOR STI...\1,274 .5 .5 .5 .5 Latera 51 M53 HOR STI... .547 .5 .5 . .5 .5 Latera 52 M54 HOR STI...2.104 .5 .5 .5 .5 Latera I 53 M55 .HOR Sri... 2.29 .5 .5 .5 .5 F- Latera 54 M56 HOR STI... 2.29 .5 .5 .5 .5 . .__ Latera 55 M57 HOR STI...2.104 .5 .5 .5 .5 i i Latera 56 M58 HOR STI...2.715 .5 .5 .5 I .5 I Latera 57 M59 HOR STI... 1.274 .5 .5 .5 I I Latera 58 M60 HOR STI... .255 .5 .5 .5 .5 _ I Latera 59 M61 HOR sTL... 2.29 .5 .5 .5 .5 Latera 60 M62 HOR STI... 2.29 .5 .5 .5 - .5 Latera 61 M63 HOR STI... .85 .5 .5 l .5 .5 1 _ I Latera Section Sets Label Shape 0.e D-si.n List Mated- Desi.n... A i 2 I A m4 in4 Li 1 4X2X1/4 AL TU4X2X4 Tube 6061-T6 AL Typical 2.59 1.54 4.69 4.01 2 2X2X3/16 HSS HSS2X2X3 Tub: -500 r. I T •ical 1 1.1.5 .641 .641 1.091 3 2X2X1/8 AL TU2X2X2 Urn Tube 1 6061-T6 A_ ;T •ical .897 .51 .513 -6 - 4 2.5X2.5X3/16H.. TU2. .5 ==-u ub- ' Os T •i - i 1.6• 1.4 3; 5 HOR STIFF TU2X2X2 1 Beam Tube_ •5.1-T6 AL Tvoica .897 .513 .513 .846 6 Raceway 0125 x 6 STIFF . Beam Rectangular D.. ,i.1-T6 A T 4•ica .7 1 2.25 .00097... .004 Properties Label E[ksiJ G[ksAJ Nu Therm(11E5 F) Densitv[k/ft"3J Yieldjksil 1 A36 Gr.36 l 29000 l 11154 .3 I .65 .49 36 2 A572 Gr.50 1 29000 I 11154 _ 3 1 .65 _ .49 50 3 ' A992 I 29000 i 11154 1 .3 I _ .65 i .49 50 4 . A500 Gr.42 29000 11154 1 .3 ! .65 .49 42 5 A500 Gr.46 29000 11154 .3 I .65 _ .49 46 6 6061-T6 AL 10100 1 .35 1.3 .17 28.28 1 Basic Load Cases BLC Description Category X GravityY Gravity Z Gravity Joint _ Point Distribu...Area(M..Surface... 1 DL None _ -1 43 _ __2_____ WI.--> _ None _ 43 _ 3 _ WL<- _ None 43 -_4_ I None - Load Combinations Description Solve PDelta SRSS BLC Fact...BLC Fact..BLC Fact.. LC Fact..$LC Fact..BLC Fact.. LC Fact..BLC Fact... 1 DL Yes _ 1 1 I 2 DL+WL-> Yes 1 . 1 .2 1 3 DL+WL<- Yes _ , 1 , 1 3 I . , . _ 4 DL+WL->+ SL Yel 1_ 1 _2 1 _4 1 5 DL+ WL<-+ SL Yes 1 1 3 1 ,_4 1 6 DL+SL . Yes _1 1 4 1 RISA-3D Version 7.0.0 [C:1RISA\Red Robin-Portland-OR.R3D] Page 5 Company Robert James&Associates Oct 2; 2014 Designer 11:43 PM Job Number Red Robin-Portland, OR Checked By: Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 I DL ( I Yes Yes _Yes Yes Yes _ I 2 DL+WL-> l T 1 Yes Yes Yes Yes Yes 3 DL+WL<- Yes Yes Yes Yes i Yes 4 DL+WL->+SL _ Yes Yes Yes ! Yes Yes 5 DL+WL`-+SL Yes Yes Yes Yes Yes 6 DL+SL Yes Yes I Yes Yes Yes Member Area Loads Joint A Joint B Joint C Joint D Direction _. Distribution Magnituderksfl� No Data to Print... Member Distributed Loads (BLC 1 : DL) Member Label _ Direction Start Magnitudelk/tt,...End Magnituderkfft,d... Start Locationrft,%1 End Locationrft,%1 1 M37 Y _ -.001 -.001_ 0 _ 0 2 M38 Y -.001 ,001 0 0 3 M39 Y -.001_ -.001 0 0 _ 4 M40 Y -.001 -.001 0 0 _ , 5 _ M41 y -.001 -.001 0 0 6 M42 y -.001 -.001 0 0 7 M43 Y -.001 -.001 0 0 - 8 M44 Y -.001 -.001 0 0 - 9 M29 7 Y -.002 -.002 j 0 0 10 M30 Y -_002 -.002 _ 0 0 11 M31 Y -.002 -.002 0 0 12 M.32 Y _ -.002 -.002 0 0 13 M33 - Y -.002 -.002 0 0 14 M34 Y -.002 I -.002 0 0 15 M35 Y -.002 -.002_ 0 0 16 M36 Y - -.002 -.002 0 0 17 M21 Y -.004 -.Q04 0 0 18 M22 Y -.004 -.004 0 0 19 M23 Y I -.004 -.004 0 0 20 M24 Y -.004 _ -.004 _ 0 0 21 M25 Y -.004 -.004_ 0 _ 0 22 M26 Y -.004 -.004 0 0 23 M27 Y -.004 -.004 _ 0 0 l 24 M28 Y. -.004 -.004 0 0 25 M45 _Y__ -.004 -.004 0 0 _ 26 M46 Y -.004 -.004 Q_ 0 _ 27 M47 Y -.004 -.004 0 0 28 M48 Y -.004 ' -.004 0 0 29 M49 Y -,004 -.004 0 0 30 Ma_ Y -.004 j -.004 0 0 31 M51 Y -.004 -.004 _ 0 0 - 32 M52 Y -.004 -.004 0 0 33 M53 Y -.004 -.004 0 0 34 M54 _ Y -.004 -.004 0 0 -- 35 M55 Y -.004 -.004 0 II 0 36 M56 Y -.004 -.004 I 0 I 0 37 NW Y -.004 -.004 0 0 38 M58 Y 1 -.004 -.004 0 0 39 M59 Y l -,004 -.004 __ 0 0 40 M60 Y -.006 -.006 0 0 � 41 M61 I Y _ 006 __ 006_-�,_ 0 ___---_ RISA-3D Version 7.0.0 [C:IRISA\Red Robin-Portland-OR.R3D] Page 6 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin-Portland. OR Checked By: Member Distributed Loads (BLC 9 : DL) (Continued) Member Label Direction Start Ma•nitude k!' . n. • 't de k/ft d... Start Locationfft.%1 End Location ft 42 M62 Y i -.006 I -.006 0 0 I43 M63 Y -.006 I -.006 0 0 Member Distributed Loads (BLC 2 : WL->) Member Label Direction Start Magnitude[k/ft,...End Magnitudefk/ft.d... Start Locatio ift%] End Locationjft.%1 1 I M37 X i .012 .012 � 0 0 2 M38 X I .012 0 0 . 0 f 3 M39 X .012 .012 0 0 _ 4 M40 X .012 .012 0 0 -1 5 M41 X .012 .012 0 0 6 M42 _ X .012 .012 0 0 7 M43 X .012 .012 0 0 8 M44 X .012 .012 0 l 0 9 M29 X .021 .021 0 0 10 M30 X I .021 021 _ __J 11 M31 X ! .021 .021 0 0 12 I M32 X I .021 J 13 M33 X .021 I .021 0 0 14 M34 X .021 I .021 0 0 15 M35 X .021 I .021 0 0 16 M36 X .021 .021 0 I 0 17 M21 X .037 .037 l 18 M22 X .037 .037 0 0 - 19 M23 X .037 .037 0 ________O 20 M24 X .037 .037 0 21 M25 X .037 .037 I 0 0 22 M 26 X .037 .037 0 j 0 23 M27 __ - X .037 .037 0 0 24 M28 X .037 .037 0 1 0 25 M45 _ X .037 .037 0 0 26 M46 [ X .037 .037 0 g 27 M47 X .037 .037 0 _._p 28 M48 X .037 .037 1 _0 0 29 M49 X .037 .037 0 0 30 M50 X .037 .037 I 0 �_ 31 M51 X _ .037 .07 I ' 32 M52 X _ .037 .037 0 0 ] 33 _-_ M53 ! X .037 .037 0 0 34 M54 X .037 1 .037 ________.0 0 1 35 M55 X .037 .037 0 0 36 M56 X .037 I .037 0 _ 0 j 37 M57 X .037 I .037 0 0 38 I M58 X .037 I .037 0 _ 0 39 I M59 X _ .037 .037 0 0 40 M60 X .055 .055 0 0 41 M61 X .055 .055 0 0 42 M62 X _ .055 i .055 0 0 -- 43 M63 X .055 I .055-_ 0 0 Member Distributed Loads (BLC 3 : WL<-) _ Member Label Direction Start Mactnitudefk/ft,...End Macnituderk/ft,d... Start LocationLft,%1 End Location[ft.%1_ 1 _ _ M37 X -.012 -.012 0 0 j 2 M38 X -.012 -.012 T 0 I 0 3 M39 X -.012 -.012 0 I 0 4 M40 r X ` -.012 -.012 0 0 i I I I___5___ M41 X -.012 -.012 0 _T 0 6 M42 - -_.l _X_� -.012 -- 012 - 0 __.] RISA-3D Version 7.0.0 [C:IRISA\Red Robin- Portland-OR.R3D] Page 7 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin-Portland, OR Checked By: Member Distributed Loads (BLC 3 : WL<-) (Continued) Member Label Direction Start Magnitude[k/ft,... End MagnitudeMd..., Start Location[ft.%] _ End Location[ft,%]_ 7 M43 X -.012 -.012 0 0 I 8 M44 X -.012 -.012 0 i 0 9 M29 X -.021 -.021 i 0 0 tEil M30 X _j021 -.021 0 0 Inal M31 X -.021 -.021 0 0 IFS M32._____ X -.021 -.021 0 I 0 13 M33 X -.021 -.021 0 ( 0 14 M34 I X -.021 -.021 I 0 I • 0 15 M35 X -.021 -.021 0 0 Km M36 L X -.021 -.021 0 0 IN M21 X -.037 -.037 0 0 M22 X -.037 -.037 0 _ M23 X -.037 -.037 0 0 Fill M24 X -.037 -.037 I 0 0__ Fal M25 X -.037 -.037 0 J 0 FM - M26 X -.037 -.037 0 0 _] Fai M27 X -.037 _ -.037 0 0 FM M28 X -.037 -.037 Q___ 0_. IlKill M45 X I -.037 -.037 0 Q_ 26 M46 X -.037 -.037 0 0 - 27 M47 X -.037 -.037 0 0 _ 28 M48 X -.037 -.037 0 0 29 M49 X -.037 -.037 0 0 _ 30 M50 X -.037 -.037 0 31 M51 X -.037 -.037 0 0 32 M5,- X -.037 -.037 __ 0 0 33 M53 X -.037 .03 I - 7 I-M-- M54 X -.037 I -.037 0 0 7 35 M55 X -.037 -.037 0 0 36 M56 X -.037 -.037 0 0 37 M57 X -.037 -.037 _ 0 0 38 M58 X -.037 -.037 0 0 i 39 . M59 X -.037 -.037 0 0 40 M60 I X -.055_ -.055 0 0 41 M61 X -95 -.055 0 0 42 M62 X -.055_ -.055 0 0 1 43 M63 X -.055 -.055 0 0 Member Point Loads Member Label Direction MagnitudeLk k-- LocationLfty/oj_ No Data to Print... I Envelope Joint Reactions oint X k Ic Y k Ic___ Z k Ic MX k- Ic MY k- I MZ k-ft I 0®m .191 © .189 3_I .103 0 1 MIME 1 0 1 ' IFill ® -.945 © .1.1 2 .8 1 I I 1 0 1 0 1 ill N17 max I 1.007 .114 2 ' .02 ' 3 0 1 0 1 0 1 min -. 47 :. 3 -_.014• 1 1 N20 max 1.033 3 .123 2 .04 2 0 1 0 1 0 1 08: 3 • 1 , 1 0 N22 I max .374 © .215 3 1 -.0. .0.21 FE 8 I 1=' 1 o 1 8 I min -1.193 2 .177 : 2 1 -.094 Fi 9 1 0 1 0 1 • Totals: m- .604 3 .576 ' 3 I 0 i_ Q� I min - .59 © .576 1 2 0 +_ RISA-3D Version 7.0.0 [C:\RISA\Red Robin- Portland-OR.R3D] Page 8 Company Robert James&Associates Oct 2,2014 Designer 11:43 PM Job Number Red Robin- Portland. OR Checked By: - Envelope Member Section Forces Member Sec Axialjkj Ic y Shearjkj Ic z Shea k is Tor•ue k-ft Ic Mom ... Ic z-z Mome... is M 1__ 1 max .071 2 ' .02 3 ' -.068 . .046 F1�F�W7 .••7 it min -.143 3I -.022 2 -.077 2 .043 ii .147 -.109 2 2 max .069 21 .016 3 [ -.068 3 .046 .0. .044 tN n i -.146 -.027 2 -.077 Fa .04 Eck 05 FM -. 2 178 ' . ® 3 max .066 2 .012 3 -.068 .046 -.02 3 .027 3 min -.148 3 -.031 2 -.077 1043 -.046 2 -.042 4 max .063 2. .007 -.068 .04. -.18. 3 .015 3 8 min -.151 3 -.036 li -.077 2 .043 11 -.143 L 2 0 2 5 max .061 2 i .003 -.068 3 .046 -.191 3 .047 + min -.153 3 , -.04 2 -.077 2 .043 I 3 -.239 2 .009 3 M2 1 max, .037 2 I .019 3 .091 2 -.048 2 -.141 i 3 .069 3 min -.091 3 -.028 2 .058 3 -.055 3 -.157 i 2 -.118 2 2 Max .035 2 .015 3 .091 2 -.048 12 -.043 2 ' .047 3 I min -.094 3 -.032 2 .058 3 -.055 3 -.069 3 -.08 2 3 max .032 .111 .091 2 -.048 2 .071 .032_ Era min. -.096 3 - .3 Fl .058 3 -.055 .00 © -.037 WI 091 II IN 4 max -.03• 2 _.4, .058 -.055 3 .07 2 .011 3 19 Im-_ .+27 .+02 .091 Fl -.048 2 .298 FM ...e5 FS m'n -101 3 -.045 Fl +58 WI -.055 3 .147 MI .016 M3 1 max .033 _2_ .021 -.066 -.033 _3 I .159 3 0 2 min -.22 3 -.022 -.081 -.039 2 .146 2 -.017 3 23 2 max, .033 .2 .012 -.066 -.033 3 .016 31 .04 3 24 i min., -.22 3 -.031 -.081 -.039 _ 2 -.029 ; 2 -.036 2 3 m-_. .033 .043 .087 -.033 3 -.129 i 3 .118 FT i+ -.22 3 -.018 0 -.066 Fl -.039 2 -.20 -.+r 1 FII 4 max .006 i 2 .034 3 .087 2 .031 2 0 3 .035 3 min' -.174 3 -.016 2 .06 3 .028 3 -.007 2 -.035 2 5 max' .006 2 .025 3 .087 2 .031 2 .182 2 .01 2 + min -.174 ,3 I -.025 2 .06 3 .028 3 .13 3 -,03 3 M5 1 max .947 3 -.067 2 -.043 2 .03 3 .028 2 -.326 3 min -.335 2 -.087 -.155 - .1 -.014 -. 98 ® max .947 3 -.071 © -.043 © .03 3 -.000044 -.26 WI FI I mi -335 IN -.191 FR -.155 © - 1 35 3 max 1.007 3 -.07 Fi .02 3 0 1 .144 2 ' -.226 H m'n - 47 -.1 -049 • - 1 - 1 ® 4 + -.074 ' 3 .02 © 0 1 .107 F1�© W M i + ��» -.0.- F1i1 -.54 i - 7 N5 max, 1.007 ' 3 -.078 .02 3 0 1 .07- 3 H + - 47 - +c. -.54. + -.0 M6 1 max .191 '3 .183 3 .103 © 0 1 .15 MOM VII u'+ - Fl FA .0 1 I .03 43 2 max .191 .18 3 .103 ' 2 0 1 .201 2 -.307 I 44 min 45 3 max .259 pi .146 2 .176 I2 -.009 3 .08 2 -.222 I 2 i'+ -.867 + -.113 3 -A:7 7 -.115 i -.306 _- 4• 4 -. . 59 .176 © -.00• 3 .168 -. 95 FA 48 min_ -.867 RI .1 3 -.113 3 1 -.047 2 -.172 3 -.357 49 5 max .259 0 .14 2 .176 2 ' -.009 3 .256 2 -.365 .. + +in -.:,..7 .09: I -.11 - IL, -406 N- 51 M8 1 max 0 0 _1 4 0 1 0 1 0 1 52 _ min 0 0 1 0 0 1 0 1 0 1 3 2 m: -.+5: .653 .11. .138 + .368 0 I. fl .066 +54 WI -.026 3 Eigqii . 04 ® GUI .274 "N um .01 3 IFM111F1 -.046 56 +.+ n ._ 7 -.039 12 -.022 2 IIMIIIPINIFE1111111 RISA-3D Version 7.0.0 [C:\RISA\Red Robin-Portland-OR.R3D] Page 9 Company : Robert James&Associates Oct 2, 2014 Designer Job Number . Red Robin- Portland, OR Checked By: -4 Envelope Member Section Forces (Continued) M-m•er IAN__ _ I -- S,.-1. • • - -i - 1/.11= -z MOM- ® 1 4 m -.065 MM. 2 .047 © .026 © .003 3 I .092 FA F?� MITA i Eck -.•8 Fl .0 • -.016 Fl -.0 • 9 l 59 5 max -.057 2 .037 li .019 .023 ii .014 ' 2 .041 ligl MI ! min -.• : .019 -.0 -.017 -.00 -.•_2 FA 61 M9 1 max 0 III 0 11 0 11 0 11 0 11 0 p• IN 0 t•11111E1 0 i■ 0 11 63 2girl -.056 © .607 2 -.025 3 .011 © -.003 F1 .223 MI 1E711111151M» .• © :1IF1 -.03 Fl -.0 • .196 Fl 65 3 max .005 Fl .274 © .027 © .027 © .009 © -.073 IFII 66 17171 -.047 F l .197 .• 4 F1 - • FIIIIIMIFINSIWAIRI 67 4 1/i. -.069 © .227 Fl -.021 3 .025 © .016 .076 Fl Enil c 11 -.101 Fl -.08 © -.•4' Fl -031 Fl -08.: I•!CIIII 69 5 m -.06 Fl .037 3 .026 © .022 © .008 © .043 Qo mill -.19 Fl .018 F1 F1 -.0-5 Fl -.01 Fl -019 71 M10 1 max 0 1 0 1 0 III 0 II 0 H 0 1 72 mini 0 1 0 1 0 0 0 0 1 73 2 m: .00 .01 OAS 0 0 Ellin -.008 -.006 2 0 Q 2 0 -,002 ii Q� min _00 .014 3 •1 0 3 .007 .014 F©1 ❖ F1 0 © .00 Fl - ••5 Fl H SW -028 Fl -0 F7 -007 li -..00002 00 3 -00 -03 8 1 2 79 5 .028 H .019 F� .002 3 .002 3 .003 3 .016 Fi 8Q_ -n -.008 - • ' (c� - .0' - .01 -.00: - • 81 M11 1 -. .191 H .103 2 0 1 I -.03 11�� 8 , in -.945 ° 0 1 -.15 :3 2 im- .191 f�WI . 03 F1• M111 -.0 . © -.174 F1 1 1/'n -945 F » .0.1 FUME - -. 04 Fl 8 - _ 'ii,_� fl - 1 8 11 F i 1I -.01 -.116 NI 17A 7161 - •45 f I I Fl F INFIIIM1111E111161 Wl -. • Fl [R- . 9 -.16 FIIIMINIIIRI 0 11 -.007 Fl -.058 Fa um 1 • -945 RI -.187 110f/MF111111711111 -.03 Fl -068 11 F'.•�� 91 Fl -.161 F/11111 c�Fl 0 O 0 U�•�0 �® INFI -.18• FINIP11111BIIMMII 1i1 0 1i1WU 131111111XINIII 1 IIM 1.007 © _ -.078 ©IIIPPRIF1t•=11 .07 F1�ii ! F1 OS INIIn -. 47 Fl -.1•• F1 RFlt•>■11 -.02: IFIIIMPLIIIRI H .02_ 2 max 1.007 3 _.11 Fl -.049 0 II .052 Z -.C187• 3 IIIM1 1.007 F7IIM Fl .02 FltREI11 • MF1 -.o : FE 96 IlIffn -.247 F1EIMIMIIF1 -.04• W1• l•1i1 -.014 moon 97 4 1.007 -.0: Fl .02 FI EI .017 -.029 la 1M �® -. 47 Fl -.113 Fl -.04• WI 0 0 -.•• Fl -.04 F1 EP11 1.007 Fl -.084 .02 F1t�11 0 111111111111151 •.• i -. 47 -. 14 F1 -.04• Flt•�1l 1I • 101 max .967 3 -.08 © .2 0 2 .009 2 -.333 3 10 min -.287 -.087 [� 007 - •.7 -.009 3 -.433 2 Q•i- 2 m .967 - •84 F1 .2 FINN=IF/ .141 _ -.266 3 _- gra MI -. 87 I 11111"011111F1 .007 F1EN F FI .01 -.37 N i-��i 033 I -.074 .04 F1�•�1U .058 3 -. 36 3 106 min -.206 }2 -.109 2 -.02 0 -.116 2 i -.339 Fl 107 i 4 max 1.033 13 -.078 i 3 .04 0 .043 3 1 A79 3 1.8 min -.206 -.113 I -.02 02 • -.0:...- - . 2 lo• ��1711 1.033_ -08 �•Z�Fl�� •' I [c © 110 IMI -.206 IIINIMFi -.0_ nwalon -.0 . Elm 111 M14 Mi N77-1 .374 .209 -.0 1 =Mill -.0 ® MI -1.193 - I .171 -.094 FIMIII0 -.136 - !EMIR Fi®-IMMIMI .374__ 1 .206 , 3 -.021 ©t•IE0 -.041 3 i -. 37 in RISA-3D Version 7.0.0 [C:IRISA\Red Robin-Portland-OR.R3D] Page 10 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM - Job Number Red Robin- Portland. OR Checked By: s • • Envelope Member Section Forces (Continued) M- •-r Sec ' •=I k lc Sh-a k I z Sh-a . • • - k-ft - Mom ... I .- Mome.. 114 min -1.193 2 .168 1 2 -.094 0 1 -.183 2 I -.412 ' 3 115 3 max .431 3 I .154 3 1 .068 .065 12 .063 3 -.226 2 116 nth -1.18 2 .139 T 2 I -.14 /1• -.003 -.385 3 .1 ® 4 lirn .4 1 © .152 13 .068 L �.: F1 .097 EN -. • 1 118 -1.103 2 .137 2 -.14 Fi .016 ti -.073 2 -.462 3 'z 1119 5 .431 3 .149 .068 = 1.31 - • ina ® -1 103 Fl .134 I -.14 F1 .016 IF1 -.143 FA -.537 Ell iFI M15 1 Mrn 1.033 Fl -.082 El .04 Fl 0 in .028 [7RIIT» IF I l 11 -.206 FR -.118 FA -.02 © o Ell -.05. F1®F1 MI �AIrm I FI -.0;3 El .04 F1. 11 .021 -.59 FE 124 min -.206 -.119 2 I -.02 N 0 A -.042 -.128 2.014 -.061 3 125 126 3 min 1.033 .206 -.12 3 -.02 s -.028 -.086 2.04 POI= 4 n 1.033 Fl -.ow FIIIM F1 0 0 031 E1 IFZI _ u Fl IIIIFi �� 1 i1EKU Fl ! UF1 129 1.033 Fl -.088 ii .04 Fi 0 IN 0 1 0 II 1 0 u ; - 1• -1 3 - • • • 1 !R• 1 GA�_ .374 Fl -.171.___ -02 ��liii .1 • FAI �F/1 i u - 19 Fl -.209 � -.094 F1t711ii .0 LI - 08 3 133 1 2 u-_ .374 3 -.172 2 -.021 0 .102 -.19 12 1341 I min -1.193 2 -.211 3 -.094 0 .023 -.232 ff 3 - 135 3 'max .374 3 -.174 2 -,021 0 .068 -.127 12 1 • i ' -1 93 -.212 -.094 • .11 -155 i 3 _ iF�rl� 4 ©�F1�f�[i��i1�F1 �. i 7-�� fl II -094 FS 0 MI so: W LI ik l E11111GTi--t7.111E3Z=Fl Fl Fl -.0 [�7=�i1 0 Ut��0 140 ® -.215 -.094 0 H 0 0 e El_ 2 CTti7 026 1 .13 WE -. 02 1 .009 WI -.015 11 0 11 144 .min .022 12 I -.134 2 -.026 3 -.01 2 -.017 3 -.163 i 3 1451 3 m .005 12 I .075 2 -.031 3 .203 1 2 .041 12 , .213 2 1461 I min -.002 13 .038 3 -.031 2 4 -.147 1 3 .034 1 3 I -.135 3 147 t 4 max .01 L2 .075 t 2 -.031 3 1 .203 1 2 -.007 1 2 . .097 2 148 min .002 3 .038 J 3 -.031 2 1 -.147 1 3 -.014 3 -.195 3 149 5 max .032 ,2 .065 2 -.019 3 I .073 1 2 -.013 3 .006 2 1 ,1 'min .024 3 -.08 1 -.105 • -.0.3 3 -.081 2 -.028 H M18 max 0 11 ,1 0 1 0 8 0 0 0 11 mi 1 0 0 M • ME s ® - .034 FLEW .023 Fl .01• .01 .173 154 in .0 6 Fl F1 BFI -.014 Wl EI -.167 El ® 3 .029 Fl .003 Si .051 FEIIIIM1IF1 .049 ._68 Fs IPA u l' .015 Fl -.007 Fl .04: F117F1 .017 F7 -. 8 WI H4 max .002 ® :00941 .042® -.007 3 -.si• ri -.094 pi 159 5 CM .024 © .05 2 .082 © .09 F7 0 F1 �i011FJ i .0 3 Fl -.079 EN .015 F7MF1 » �r _ HIM 1 12111111111E11=1111 0 Ill • ii=211i11M1111ilt11•ii ill rirall•111�'it111E7111111i>11ININi♦tNIIIIi♦IIIIIMIilUM11111111 FIIIIMIIIIF1 -.04 EINFIIIIIFl -.003 © .028 _ ®• min -.027 2 -.02 -.053 -.026 3 -.01 3 .022 3 - Q: min -.115 0 .018 -.014 � 3 -."1 3 -.018 3 Mil M» •14 11 -.01 Fl -.o • F1 .01 2 .01 FA .01 I •8 u �•'Fl -.0 4 LI -.0 El -.036 © .00 3 -.l'6 [d iCL•I_ 5 uf�f7i �.3 f�i :001457 ® --..0019 © _004 3 -.035 2 ' 002 f�� E�7 ` RISA-3D Version 7.0.0 [C:IRISA\Red Robin-Portland -OR.R3D] Page 11 1 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin- Portland, OR Checked By: • Envelope Member Section Forces (Continued) Member Sec Axial[k] Ic y Shearikl Ic z Shearfkl Ic Toraue[k-i lc v Mome... Ic -z Mome.. Ic 171 M20 I 1 !max 0 1 0 1 0 1 0 1 0 1 0 1 min • 1 • • 1 0 • • 173 2 max .002 [J .037 El . 02 [ .009 li -.011 H -.01 Fi 74 min •• -.11 0 -.0 4 - • - • - 3 max .003 H .11 .002 .009 3 -.009 .002 II min •• -.114 � -.0 4 - • - • 177 4 max .017 I -.009 .041 1 .034 113 .018 .01 1 178 min .016 -.053 .015 -.005 12 0 -.026 179 5 max .025 .005 .044 .013 3 .038 .014 :.• mi .• 5 -.•'• .0 3 -.011 I. .006 181 M21 182 man 0 0 1 1 0 1 0 I i 0 1 0 183 max .004 .001 1 .01 3 0 1 .001 3 0 184 min -.004 .001 2 -.01 2 0 1 -.001 2 0 185 m= 148 .103 • 0 1 ••6 • Irma u • - ••: Fl .103 � -111WI 0 II - so. FIt•�SI 187 =®iW•IF Fi 004 II .03 FEMMES' .013 fl •i Fl © 004 -.03_ I1 Il -.01 FillERMS11 189 W.M.IIIIMiliNEFl 506 .04 Fl 0 NI .023 FIIIERMEI WA ®=•ILM© ••. 1 -.04 1I 11 -.02 FI •• 0 1111 �� •• IR -.007 3 1 .112 © 0 RI -.00 © -.003 3 I 1imu FI -.007 WI -.0 WI o Fl -.041 Fl -.003 RI MI 1.1111U -.003 F® c[ii 0 WI .087 Fl 0 WI ilr ri1 -0:9 Fl -.003 FIB• II© 0 © -.0:, Wes•» • 7 .0 Fll 0 ©IIII[MFI 0 FA .194 00. ET 1 IMNINIIKOIMFI 0 FiINSMIFI 0 © -.14• WI .0.2 WI •7 - 4 rurt • 8 Pi .o•, ©�ENF] 0 WI . 18 U 0 3 198 • WiL. Fl .004 MFI 0 Fl -.23 0 Fl NFTl 5 1i 1 .007 3 I .212 F] 0 .461 3 -.193 fil •• i tFl .007 -.15 FIB•»IIMIN© -.004 Fa 201 M23 1 max .23 3 -.005 3 .166 0 .466 1 3 -.002 3 202 1 I min .064 2 -.005 2 -,313 0 -.298 12 -.002 2 203 i 2 m-. .226 3 -.003 3 ,147 0 .306 3 0 3 24. it'll áiH -.003 -. 94 • -. 1 0 206 3 0 3 -275 3 � 0 3 207 ' 4 max .218 3 ; .003 , 3 1 .109 2_ 0 3 1 .017 3_ 0 , 2 208 1 I mini .076 2i ,002 j 2 -.256 3 0 2 1 -.081 2 0 3 2091 5 max' .215 13 .005 , 3 .09 2 0 3 l -.029 *_ 2 I -.002 2 2101 I I I', .08 2 .005 I_2 I -.237 3 0 2 II -.112_ 3 -.002 1 3 211 1 M24 1 r-∎. -.006 3 i .103 0 .033 I -.002 1 3 2121 I •II , .031 ; -.006 2 j -.074 3 I 0 2 1 -.068 . 3 -.002 1-2---2 2131 1 2 i 1115 3 -.003 1 3 ! .082 2 I 0 3 ' .086 2 . 0 1 3 2141 .034 21 -.003 2 ' -.053 3 0 2 -.104 3 0 2 1 ' 3 m- .112 3 0 3 .061 • 127 .•.01 3 F�f�� u1 1i .0 7 2 I 0 FI -.03 Sl 0 FM -.128 Fl .001 ® 4 gin .109 Fl 003 13 .14 Fl 0 Fl .156 . 0 WI.039 - 218 21 G•F�'i 106 .006 } 3 019 M 0 .173 3 -.002 2 1 _ • rot I 042 RI .006 © .01 © 0 2 -.141 -.002 _ 1 ��i�•r�i �. .114 3 -.006 © .001 Fl 0 FI�.F1 -.002 FM F!1 l 8• •1INIFIMIIIIFl -.006 2 -.033 FI o Fl -.14 -.002 F 1 11F11l iMIIIf7 -.003 © .022 FI WI 14: Fl 0 I3 y 4 '�i1 .0 : Fl -.003 FM -.054 Wes•» -.1 34 3 0 2 226 _ 3 .019 3 I 0 3 -07 • ®®� 3 .001 2 9 12271 _ _ 4 mMIllrFMIIII© .003 © .064 Fl 0 © .062 2 ' 0 RISA-3D Version 7.0.0 [C:\RISA\Red Robin- Portland-OR.R3D] Page 12 ' 1 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin- Portland, OR Checked By: _ • Envelope Member Section Forces (Continued) Member Sec Axialikl Ic v Shearikl Ic z Shearik Ic oraueik-ft Ic v-v Mome,_. Ic -z Mome.. Ic 228 I I I min .022 2 .003 2 -.096 2 0 3 -.085 3 I 0 f 3_ - I 5 max .125 3 .006 3� .085 0 0 i 2 -.002 1 2 230 min .02 2 .006 2 I -.117 0 3 -.042 3 -.002 3 231 , M26 1 max .231 3 � -.005 1 3 I .238 0 2 -.072 2- -.002 3 232 min .025 2 I -.005 12 -.078 0 3 -.086 3 . -.002 2 2 max, .235 3 -.003 _ ! 3 1 044 3 0 Nil min .021 2 -.003 2 -.097 2 0 -.118 2 0 2 3 max .239 3 0 i 3 .276 3 0 .184 3 0 2 FM }min .017 2 0 1 2 -.116 2 0 -.174 2 0 3 4 max .243 3 .003 I3 .295 3 0 .334 3 0 2 238 min .013 2 .003 12 -.135 0 -.24 2 0 3 39 5 max .247 3 .005 3 314 0 © .494 3 -.sit 2 ii 0 min M27 1 max -.006 2 -.007 1 2 I -.154 4 [�l .469 -.003 242 min -.152 3 -.007 1 3 I -.218 3 0 2 -.312 -.003 3 243 2 max -.014 2 -.003 2 .118 2 0 3 .329 0 2 244 min -.143 3 -.003 3 -.195 3 0 2 -.224 0 3 245 3 max -.023 . 2 0 2 .094 2 0 _3 .205 .001 3 246 min -.135 3 0 3 -.171 3 0 2 -.151 .001 2 47 4 m. . - 031 .103 071 • .097 0 3 - 4: ® U .00 3 -. 4 11 F1 -.095 Fl ia Fz7 Mme» .007 2 .1.7 FlINFIIIIF1 .006 IFIIIISY&M FZI ® MII .007 3 -.1 3 F1 F1 -.05. Fa -.003 Fa 251 M28 1 max .018 12 -.006 1 .044 0 .028 3 -.004 2 1252 min -.018 3 -.006 3 -.044 0 -.028 2 -.004 3 253 2 max .013 2 -.005 1 .033 0 .016 3 I -.002 2 254 min -.013 3 -.005 3 . -.033 0 -.016 2 -.002 1 3 m- .009 -.003 .0 0 .007 1 Fgi i 1 - 1119 -.s 3 IIIIMINFI •• O -.'..7 FI IR 257 4 - .004 2 -.002 1 .011 © 0 O . 0 WI 258 min -.004 3 -.002 3 -.011 ® 0 ii -.002 2 0 II 259 5 max 0 11 0 1 0 0 0 ' 1 0 .., min 0 1 $ 1 0 1 • 1 9 261 M29 1 m 0 1 0 1 0 0 0 0 0 1 oil FI min 0 1 0 1 0 NO • =mown Malin 263 2 grEl .6 9 1 0 2 .006 FM 0 III 0 Fl 0 Fl FBI min -.00 0 -.00- Fill 0 IIIMMIFINIMIIIFI 265 _ 3 MI .1• 1 .002 2 .011 Fl 0 111111MIF1111111711111 266 min -.005 {3 .002 1 -.011 0 1 1 1 -.003 0 3 267 4 max .007 2 : .002 2 .017 0 t 1 I .007 -.001 1 288 min -.007 3 .002 1 -.017 0 1 -.007 -.001 3 269 5 - .009 2 I .003 12 .022 Fl 0 1 .#1 Fl -.00_ El FRI] min -.009 13[ .003 1 -.022 2 , 0 1 -.013 2 -.002 3 MI 0 1 M7 111 I -.III, . 923 1 I .s • -.00 FM ® -.015 12 -.004 FS -.04. 1 -.017 FS -.002 Fl 273 2 u-. .006 3 -.002 .037 3 , 0 2 , .055 3 0 274 min -.01 -.002 -.06 2 0 3 -.054 2 275 3 11.-_. 0 3 0 .051 3 0 2 .087 13 0 276 min -.005 2 0 -.074 2 0 3 , -.102 2 0 277 4 max 0 2 .002 .065 3 0 2 .128 3 0 78 min -.004 3 .002 -.1.%; • -.1- 0 Fl 5 m_ .005 .004 © .079 �� -.00 Fa F ?i] min -.009 Fl .0s- FS -.102 IMIMIIIIIIMW.IM -.00 Fl RilliiiillE -.021 -.003 3 .097 2 0 3 .174 3 -.001 -.081 -.003 -.046 0 -.226 -.001 WM 2 max -.0 3 -.002 1 3 .087 FEM/ 3 .152 I 0 Fl 2841 min -.079 2 -.002 2 -.036 , 3 0 2 -.177 -2-7 0 2 RISA-3D Version 7.0.0 [C:\RISA\Red Robin- Portland -OR.R3D] Page 13 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin- Portland, OR Checked ked By: _ Envelope Member Section Forces (Continued) Memb-r 1.. a--,, e-a. T•r•uek-- M. i- . Ic z-z Mome... Ic H 3 -.025 0 .076 2 0 .137 i 3 1 0 3 l -.11 0 -.025 I -.134 287 4 -.027 H .001 li .065 ® 0 3 .126 - 0 Fi 8: a -07. .101 - •14 I -0.7 0 I 5 max -.029 .003 .054 0 II . -0.1 0 �.• u'n -.072 .10 - •I.059 H M32 1 .024 3 -.003 -.06 2 I • .00 3 -.001 El 293 2 max .059 -.002 .047 2 0 3 . .032 2 0 3 294 min .023 A -.002 ® -.05 3 0 2 -.008 3 0 2 295 3 max .061 0 .035 2 0 3 .056 2 0 3 FZI. ® .•21 Fl 0 FI - I : Lt•» -.0 • - Fll 297 - 4 m .062 © .002 3 .023 © 0 Fl .073 © 0 is , n .02 Fl .002 RI -.0 7 FI i FI -.0 F1 111011111F1 F'�-Mr�„- .064 Fl .003 LI .011 0 © .08 FI -.001 .•.1 m11111111111[411111110 .003 FA -015 FI FI -.064 © 1 1 301 .074 2 -.003 fl .02 3 0 fl .082 2 -.001 • .015 1 -.00 -.017 • - I.. - c.8 II Eli 2 .073 ® -.002 H .032 Fi 0 2 .069 2 0 3 • f 0 -.00 -02• I -.04• • FTAZI 3 In .071 Fl 0 KO .044 3 0 FS .049 FS • Fn IT111 .018 Fl 0 Fl -.041 0 1 •► »IIM» 1307 4 Amax .07 1 2 1 .002 1 ,056 13 ' 0 1 2 .022 2 0 3 .. 1 308 I I min .02 1 3 .002 3 -.053 1 2-1 0 3 002 , 3 0 2 _ 309 ! 5 max .068 1 2 .003 1 .068 3 1 0 2 .037 3 -.001 3 11 310 1 min .021 131 .003 3 -.065 : 2 1 0 1_3 -011 2 -.001 1 2 1 11 M34 ._ 1 max -.028 i 3 -.003 2 [ .001 3 1 0 1 2. .138 3 0 2 FIR _ I„'• - 129 ' I -.•• -0 i a ! - I: , - 151 MI _ -.126 ' 1 -001 Fl .01 11111111111171111F1WFAMPI 0 FTL•� Mill -.031 -.001 WI -.06 Flt•INIF1 FI • Fl FM 3 71 - 124 13 0 WI .023 Wl FI iiR cI 0 FM 316 ��4 MT, -033 002 Fl -.073 FI�•�Fl BFI • Fl Fl :�©t•�LI F� CM -.036 © .002 Fl - 884 FIIIIFIIIIIIFIIIEITFAIIIFSIIIUIIIIFI 319 5 i -.019 3 .003 N .045 3 0 12 .187 3 -.001 3 320 -.038 12 .003 -.095 2 I 0 I3 -.234 2 -.001 2 321 , M35 1 .$47 '2 ' -.004 .105 0 T .19 -.002 .2 ,ri • .003 1 -.004 © -.0: 0 � IF -.002 2 32 .043 2 ' -.002 FM .091 min .008 002 3 -.069 3 0 2 -.167 0 gi 3 max .038 Fil 0 2 .078 0 3 .0•• ® I 326 Egi .013 0 -.0 4 3 0 ' 2 -.109.063 0 7 .033 .002 .064 0 � .063 F� 0 �El • ,m'i�i1 . 7 Fl .00 MI -.0• Fl • FA - 8.... 3291 5 max .028 2 .004 2 .051 0 3 .039 -.002 3 3301 min .022 3 .004 3 -.029 0 2 -.022 -.002 2 331 M36 1 max' .01 2 , -.004 1 .025 0 1 .016 -.002 1 - 332 f min -.01 1 3 -.004 2 -.025 0 1 -.016 -.002 3 333 ' 2 max .008 12 1 -.003 1 .919 0 1 .009 -.001 1 334 min -.008 -.00 -.0 • $ -.00• -.001 3 335 I 1 3 I•i -, _ .005 2 -.002 i 1 .012 © 0 II .004 Hi 0 2 336 I _ l -.005 3 -.002 I - 11 [c7 • -.004 I 3 7 ' 4 m .003 Fl 0 1 .006 F1 E1 0 ©III•» F I1 Mira -.003 Fl 0 Fl -.006 LtINIIf IF'F1UM'fl 339 5 max 0 1 0 11 0 N 0 1 0 A 0 340 min 0 1 0 1 0 0 1 0 0 341 1 M37 1 max 0 1 0 1 1 0 1 0 I RISA-3D Version 7.0.0 [C:\RISA\Red Robin- Portland -OR.R3D] Page 14 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin - Portland, OR Checked By: - Envelope Member Section Forces (Continued) M-,i•- Shea lc Sh-a • „ u. • .-i - • - M•me. 342 mi 0 1 0 11 0 0 II 0 1 0 11 max 1.1 .08 0 r 8 344 I min -.001 H -.003 H 0 H 0 H 0 ri 0 ( 2 3 in.__ .002 .04• .101 8 5 Is 346 In', -.003 pi -.006 .01 gi 0 1 0 3 -,002 12 _71 'm .004 .1.9 .402 • 5 .us. • 348 min -.004 3 -.01 .002 0 1 0 3 -.004 2 349 15 m-. .005 2 .012 .002 0 1 .001 2 .007 3 350 min -.005 3 -.013 .002 0 1 .001 3 -.007 12 ' 351 M38 1 max .044 2 .023 .027 0 3 -.035 2 .021 1 3 352 min .033 3 -.007 .027 -.006 2 -.04 3 -.009 2 Flm .047 2© .015 .029 0 3 -.01• .007 ' 3 3 - .03 CI .008 2 038 ® 00 c� .002 3 -.006 2 FM a I A1111111Fl F7IIIRMIFIII �, FI so FEMTi�Fl 357 max .053 2 .016 2 .032 0 © .027 -.003 ii min .024 3 -.001 131 - (..= !%1 .024 -.018 F] .055 Fl .024 Fl F F1 .05 -"t i1 FE .;, I fl -.009 © .033 F1 • FI .047 © -.0 361 M39 1 max .041 3 .017 2 -.027 3 .035 3 .063 2 -.01 I2 - 362 min .036 2 -.048 3 -.059 2 -.03 2 .031 3 -.023 ! 3 363 2 max .04 3 .023 2 -.026 3 .035 3 .03Z 2 .003 3 1364 (min .037 2 ' -.054 3 -.058 1_2 -.03 1 2 1 .016 3 1 -.021 2 1 - 1365' 3 gym= .0 : I .028 - I 1 5 _ 1 .50 1 .03 1 366 CM .5 : i -.06 F 1FI -.03 ' .00 -.034 367 I ��uTt7 .• • .034 FI ZUFI .5 , -.01 .8.6 M3 i m' 0 7 31 -.066 3 -.056 1 -.0 2 -.028 1 2 1 -.051 2 i 369 ' 1 5 m= + .04 2 � .04 2 -.023 3 ' .035 1 3 -.022 13 i .103 3 • I m' 4 • 3 -.07 13 -.055 -.5 -.057 1 - .7 ! ® 'M40 1 © .012 © .001 © 01 © .021 © .01 FE FIR • u©i •• FlEi -.008 © -.023 ��1RFI -.IA: F1 �� Fl 373 _ 2 Egi -074 _ -01 002 .01 H .008 2 .05 2 !Jell -.003 .05 3®_ 3 r" .03 El .005 .004 3 .01 El 0 3 I .004 2 ur'4,1 - i -.00 -02 - -.+mot; 111_ Pli_ 4 min -.p7 Fl -.008 2 -.019 -41 3 -.01 3 ! 006.005 0 Hi 5 max .029 .018 2 .006 ti .01 ti .005 ii .013 la min - a -.015 3 -.018 - 6 -.0 6 - 5.ks F!II 1 m .03 3 .017 © .01 © .012 © .001 3 111111 FJ :f -MI -.08 -.o Fl -.002 © -.013 © -.018 © -.0 1 FA 383 2 .. 1 .01 © .011 © .012 2 0 3 .007 FE LcT. �� '�i -.081 H -.014 Fl -.001 FE -.013 © -.01 Fl I FI 385 3 max .032 3 .003 .012 2 .012 0 3 .0.0 2 386 min -.082_ 2 -.007 0 3 i -.013 -.005 12 .003 13 387 - 4 m .033 3 0 .013 ' .012 .002 ! 2 .007 388 IT AI -.082 NI -.003 EIII Mir F1 -.013 0 3 .003 WI _ - IM1 5 .034 Fl .0.. Ell .014 .01 .01 _ .007 Fl 3.0 L. Ern -.083 -.01 Fl .•• -.01 © 0 © .006 WI 391 M4_ 1 i -_.11111EMifl .07 11 • 8 FAIN L -.0_ .104 FE [c ®'M .047 -.03 W FI -.034 -.04 FA i ,. .035 .06• MrailFl .0 5 FllIE U , .068 FE 395 3941 3 E .03366 H 7005297 3 .039 12354 3 -.0.021 3 2 3 I -.047 034 2 3 Mi ® .005 -.022 12 .026 FE -.034 © 0 2 I -.034 FS 397 4 Ifft .037 Fl .053 3 .04 Fl .0 5 Fl .02 2 .005 Fl 398 I min .003 2 -.016 2 i .027 3 -.034 3 .017 [ 3 I -.024 2 RISA-3D Version 7.0.0 [C:\RISA\Red Robin-Portland-OR.R3D] Page 15 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM - Job Number Red Robin- Portland. OR Checked By: s Envelope Member Section Forces (Continued) M-mb-r Sec I••1 -a c Tor.u- -i Mom ... lc -z Mom ... I 399 5 maxi .038 Fl .046 ' 3 .04 2 .025 Fl .041 ' 2 -.017 2 Ma -- I m'• .1.• Fl - • .027 1119 MEIN 031 -.• 1 401 M43 _ 1 max .028 2 ' ••; 1 3 -.016 © .003 2 .042 © .002 Fl •r J. .• FI • -.031 0 � » AI 403 12 max .025 B 0 3 -.015 © .003 2 .021 © 0 3 MI Iu'• 8 4 El - 4.1 IMIIIMIIIIFII • F1 !1 - • FM 405 .026 3 -.008 3 -.014 li .003 © .003 li .002 i 4•. .023 -.008 - • 0 [c] ••• - • MR .029 H .02 3 -.015 ® -0 17 gi .003 li -.005 2 .009 Fi 409 5 Mrn .032 © .007 FM -.011 RI .003 Fil -.013 rim 17,1 .017 RI -.023 FIIIIMIIIHI 0 FIIIIIMNIFIIIIWIRIWil MI Om .006 © .014 © -.003 0 1 .002 1 .009 IIFI I in -.006 © -.•14 Fl -.003 Ott •• FI -.o.. WI T7 2 ; . ' .004 Fl .011 3 -.50 Fl t•�11 11 .•o WI [ICI �® -004 -.01 -.00 I1 i II JFI -0• H 3 - .003 2 .007 3 -001 ® 0 1 0 1 .002 3 -.003 -.007 -.55 • • I -.•12 417 4 ;max .001 2 .004 3 0 0 1 0 I2 0 418 !min -.001 3 -.003 2 0 0 11 0 1 1 0 419 5 max 0 11 0 1 0 0 1 i 0 1 0 - , • min 0 1 0 • • • i • 421 1 max 0 0 _ 0 nimonor•I♦n�m�•� _ min 0 1 _ 0 <il 0 �t•��i/�DA�i1 _ 801 FA o EItiF1 •• Wl 4 4 'min -0004_ 3 -.01 •• ��I♦nm•I♦� h� 3 !max .008 I .• •• Fl 0 IFl .006 Fl IrrAl IT3��MI -008 Fl -.0 Fl •03 EU $1ti0 -.Os. Fl 1� 4 it .012 Fl .03 Fa .004 Fa 0 1 .002 Fl .013 F1 428 �® -.012 -.03 Fi .004 ® 0 II .002 1 -.013 Fi Mil © .0, .006 0 .003 • 3 430 431 M . 1 i - -.016 09 pi .0 7 ii .006 1 0 1 .003 El -.023 II 005 .014 . -.00; .013 432 -.004 il -.004 Fi .004 3 -.006 . 1 -.013 I2 .001 2 4 3 ININ. .018 052 .008 ' .014 12 ' -.003 .0 6 434 min -.013 3 -.029 3 .008 3 -.006 . 3 -.008 -.027 435 3 max .027 .077 2 .012 2 .014 2 .004 .056 m'n -0 1 -.054 3 .012 -.006 -.001 - 57 ra F�T .102 2 .016 © .014 © .013 FM .103 Fll [kT_'7 INERIIIIIIFI -.079 .015 © -.006 Fl .009 -.137 F1 MI =NEM .044 I .127 © .019 Fi .014 2 ! .0 6 3 1 .169 WI 440 min -.039 11 -.104 3 .019 gi -.006 ; 3 1 .021 IN -.219 ii 441 1 max - • 5 .15 __- -.04 .033 3 .074 .192 u • IMi BFI -. 41 - •. 443 -��= -.029 Fl 131 Fl -.038 WI .033 �! .04 FA 119 F7 H_ 3 max` -.033 . 3 .111 2 -.03 Fi -33 2 .00; -.16 2 . - Ifs- ® -.196 Fl -.203 FMM» Sys 0 FlIF1 MI 4 = • o•_ SI -.03 FlW�F1 -.018 © MlFl 448 ��Iuf17f /1111RINEKMIIIFZIEUREINF2111 •.-T.�F/111113•FyIIIRI .001 Fl �M .07 F7 -.03 F1 0 © -.034 © .145 F1 !1 I �® -. 88 Fl -.165 F1 -.054 IRIIIM T..IFI -.051 FI -.04 Fl 4 1 M48 1 (in -.02 Fl .074 FR -.01 FIERIER 1 .00• FE .046 F1 I . ® -.151 FI -.057 Fl -.013 Fls:� ' .00 Wl -.014 WI MEININ111111 2 1711 -.023 Fl .053 3 -.009 F1 k1♦F7 .00 F1W.Y F1 ® -.148 Fl -.036 Fl -.0 F .i• i Fl .001 F] -.05 Fl M umax -.026 3 .032 3 -.006 FIW T F1 -.003 3 .088 2 RISA-3D Version 7.0.0 [C:\RISA1Red Robin-Portland -OR.R3D] Page 16 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin-Portland, OR Checked By: Envelope Member Section Forces (Continued) Member Sec Axialfkl Ic v Shearlkl Ic ,z Shearfkl lc jorauef1011 Ic y-v Mome.. Ic z-z Mome..r Ic 456 1 min -.145 2 -.015 2 -.007 2 J -.016 2_ -.003 2 -.075 3 457 4 max -.029 3 .011 3 -.003 3 .013 , 3 -.005 , 3 .091 2 458 min -.142 2 .006 2 -.004 „2_ -.016 . 2 , -.006 2 -.087 3 459 5 max -.031 31 .027 2 0 3 .013 3 -.006 3 .081 2 460 min -.14 2 -.01 3 -.001 2 -.016 2 -.008 2 -.087 3 461 M49 1 max -.022 3 .004 3 .013 3 .019 2 -.001 2 .082 2 462 min -.131 2. -.021 _2 -.005 2 -.016 3 -.019 3 -.088 3 463 2 max -.019 3 0 2 .016 . 3 .019 , 2_ -.003 2 . .088 2 464 min -.133 ,2 . -.017 3 -.002 2 -.016 3 -.011 3 I -.084 3 465 _ 3 max -.016 3 .021 2 .018 3 .019 2 -.002 3 .082 12 466 min -.136 2 , -.038 3 I 0 2 -.016 , 3 , -.003 2 -.069 3 467 4 max -.013 3 .042 2 _021 3 .019 2 .01 3 .065 2 468 min -.139 2 , -.059 3 .004 2 -.016 3 -.002 2 -.041 3 469 5 max -.011 3 .063 2 .024 3 .019 2 .023 3 .035 2 470 min -.142 12 -.08 3 .007 2 -.016 3 0 2 0 3 471 M50 1 max 0 3 .161 1 2 .043 3 .066 2 -.038 2 .125 2 472 min -.112 i 2 -.058 13 ; .039 2 -.029 3 -.049 3 -.016 3 473 2 max .003 .3 .18 2 .046 3 .066 2 -.017 2 .036 1 2 474 min -.116 2 -.077 3 .042 . 2 -.029 3 -.025 3 .02 3 475 3 max .007 '3 .199 2 .049 3 .066 2 .006 2 .065 3 '476 min -.119 i 2 ! -.096 3 .045 2 -.029 3 0 3 -.064 2 - 477, , 4 max_ .011 3 .218 2 1 .051 3 , .066 12 .03 2 .121 3 478 min -.123 !2 -.115 3 I .047 2 -.029 3 .026 3 -.173 2 479 5 max .015 3 .237 21 .054 3 .066 2 ! .055 2 .186 3 _ 1480 min -.127 I2 -.134 3 .05 .2 -.029 3 .054 3 -.293 2 1481 M51 1 max .128 2 .088 3 ' -.009 2 .001 3 .016 3 ( .151 3 4821 min .031 3 -.133 2 1 -.016 3 - -.026 2 -.002 2 1 -.234 1 2 483 . 2 max .12 2 .065 3 -.006 2 .001 ! 3 .006 3 I .099 3 484 min .039 j_ -.109 2 -.013 3 -.026 2_ -.007 2 -.152 2 485 ' 3 max .111 I2 .041 3 -.002 2 .001 3 , -.001 3 .063 3 486 min .048 3 , -.086 2 -.009 3 -.026 2 -.009 2 -.086 2 487 [ 4 max .103 2 .017 3 .001 2 .001 3 -.007 3 .043 3 488 I min .056 3 -.062 2 -.006 3 , -.026 2 -.01 2 -.036 2 489 5 max .095 2 -.007 3 .005 2 .001 , 3 - -.007 2 .04 f 3 490 min l .064 3 -.038 2 -.003 3 -.026 i 2 -.009 3 -.002 1 2 491 M52 1 max .018 2 .044 3 1 -.006 1 0 1 , .004 2 .028 3 492 min- -.018 '3 , -.044 2 ! -.006 3 0 1 , .004 1 -.028 493 _ 2 max .013 2_ .033 _ 3 -.005 1 0 1 .002 2 .016 3 494 min -.013 3 -.033 2 -.005 3 0 1 .002 1 -.016 2 495 3 max,' .009 '2 , .022 3 1 1 0 1 .001 2 .007 3 496 min -.009 _3 -.022 2 1 -.003 3 0 1 .001 3 -.007 2 497 4 max .004 2 .011 3 i -.002 1 0 1 0 2 .002 3 498 min -.004 3 -.011 2 I -.002 3 0 1 0 3 -.002 2 499 5 max 0 1 0 1 1 0 1_ 0 1 0 . 1 0 1 500 I min 0 1 0 1 i 0 1 0 1 0 1 0 1 501 M53 1 Amax 0 , 1 0 1 1 0 1 0 1 0 1 0 1 502 min. 0 . 1 0 1 1 1 0 � 1 0 1 0 . 1 _ 0 1 503 2 Max .002 12, .005 1 2 0 2 0 . 1 0 3 0 3 504 min_ ;.002 3 . -.005 3 0 1 0 1 0 2 0 2 505 3 max .003 12 .01 2 .001 2 0 1 0 3 ,001 3 506 min -.403 13 -.01 3 .001 _1 0 1 0 1 -.001 2 507 4 max .005 2 i .014 2 .002 _2 0 1_ 0 _3 . .003 3 1_508 min -.005 i 3 -.014 3 .002_ 1 0 , 1 0 1 -.003 2 509 . 5 max 007 12 .019 I2 .003 .2 0 1 0 3 .005 3 510 .min -.007 3 -.019 13 .003 1 0 1_ 0 1 -.005 2 511 M54 1 lnax. .188 3 .228 3 -.003 2 , .068 3 .034 3 .2.23 1 3 512 min -.094 12 -.226 2 -.038 . 3 -.009 2 -.013 2 i -.225 2 RISA-3D Version 7.0.0 [C:\RISA\Red Robin- Portland -OR.R3D] Page 17 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin - Portland, OR Checked By: Envelope Member Section Forces (Continued) Member Sec Axial(Js] Ic v Shearfkl Ic z Shear[k] Ic Torauerk-ftl lc y-v Mome... Ic z-z Mome... Ic 513 2 max .184 3 .209 1 3 0 2 .068 3 .015 ' 3 .108 3 ' 514 min -.09 2 -.207 2 -.035 3 -.009 2 -.014 2 -.112 2 515 3 max ,18 3 .19 3 .002 2 .068 3 -.003 3 .003 3 516 min -.086 2 -.187 2 -.032 3 -.009 2 -.914_ 2 -.008 2 517 4 max .176 3 .171 3 .005 2 .068 3 -.012 2 .086 2 1: in - e: -.168 - 1 - 88. - 81• -.191 519 5 m P F1 .152 3 .007 © .068 WI -.009 © 169 Ff��l �i;Tel » -.149 ©M►MF] -.009 FM -.0 , ©IIIIIM cI 521 M55 1 .129 6 3 068 111 -.013 Fa -108 . .p 8 .055 , c� ® m .126 3 .045 3 1 -.009 WE .007 © .003 © .088 Fl Cu --.0 4 2 -047 2 -.01 FS -,148 FA .002 ©�� [c � i P m .123 3 .024 3 -.006 © .007 3 -.002 2 .11 MI Mil -.051 Fl -.026 2 -.007 FM -,e e: -.002 WE -.e•9 WI �� Om .12 © .003 3d -.003 FE .007 -.0 e 5 W .119 RI 528 -.048 ® -.005 2 1 -.004 Fi -.008 li -.005 3 -.107 li 529 .117 016 0 .007 - 8 e.. MI ® MINI - 11: - •01 FM -.00: MEMIIIIPIIE 1111F1 ® M56 1 ImMinimon .015 © ,81 88• 88. F� .116 Fl ® CiITIMI 'l -01 I Fa -.008 -.017 FI WN ® .009 F1E8EW7 .0. WI - 005 FlIESIFEIFS 534 min -.052 :2 . -.006 3 .004 2 -.008 3 -.01 3 -.105 3 1535 3 max .114 3 1 .03 2 .016 3 .009 12 1 -.002 2 .106 2 1 536 min -.054 :2 i -.027 1 3 .007 2 i -.008 3 -_002 3 -.095 � 3 537 4 max .117 3 ' .051 1 2 .019 3 _.009 2 .008 3 .083 ' 2 538 1 min -.057 '2 i -.048 3 e 1 - 218 3 .003 - 8 4 539 5 m .12 • 3 : .072 1 2 , .022 FI .009 _2_ .019 .047 1 540 min -.06 !2 ' -.069 1 3 .013 2 -,008 3 I .009 2 -,04 3 '541 M57 1 max .13 3 .224 1 2 .046 3 .001 ' 2 -.024 2 .182 ' 2 , 542 min -.124 i 2. -.23 3 .015 2 -.057 3 -.051 3 -.192 3 543 2 max .134 13 .243 1 2 .048 3 .001 2 -.015 2 . .059 2 544 min_ -.128 121 -.249 3 , .018 2 -.057 , 3 -.026 3 -.065 3 .545 I 3 max .138 13 .262 2 , .051 3_ .001 2 0 a .071 3 546 min -.132 12 -.268 3 , .02 2 -.057 3 -.005 2 -.073 2 547 548 4 l i -136 13 -.281.287 2 13 .023 2 -.057 3 .028 3 .217 3 2 -.216 2.141 549 m. 145 .3 . 2 .056 .801 .057 3 .373 3 550 min -.14 -.307 a_ .026 2_ -.057 3 .019 -.369 2 551 M58 1 max -.008 12 .145 13 -.026 3 .025 2 .075 2 .268 3 552 min -.093 I 3 -.138 ' 2 -.049 2 .012 3 .031 3 -.263 . 2 553 2 max -.016 12I .122 3 -.023 3 .025 2 .043 2 1 .177 3 554 min -.085 13 -.115 2 -.045 2 .012 ; 3 .014 3 -.178 2 555 3 max -.024 1.2 .098 3 -.019 3 .025 2 014 2 .103 3 556 min -.077 3 -.091 2 -.042 2 .012 3 0 3 -,108 2 557 4 m- - e .074 -.816 .1 5 - 812 .044 3 m min - 868 11 -.067 FA -.038 NI .01 WI -.013 -.054 FE F ��F1 .05 3 -.013 FE .0.5 © -.022 WI .002 WI 560 min -.06 3 -.044 ' 2 -.035 2 .012 3 -.038 2 -.016 2 i 561 M59 1 max .018 .2 .044 3 -.006 1 0 1 .004 2 1 .028 3 562 min -.018 3 -.044 2 -.006 2 0 1 .004 1 -.028 2 1563 _ 2 max .013 2__ .033 3 -.005 1 0 1 .002 3 .016 3 564 Jmin -.013 _3 -.033 1 2 -.005 2 0 1 .002 2 ! -.016 2 565 3 max .009 2 .022 1 3 -.003 1 0 1 1 .001 3 .007 3 566 min -.009 3 -.022 12., -.003 2 0 1 .001 2 -.007 2 . 567 4 max .004 _ .011 ' 3 -.002 1 0 0 002 _ 3 568 min -.004 3 -.011 1 2 -.002 2 0 1 0 2 I -.002 f 2 1 569 ! 5 ,max 0 1 0 1 0 1 0 1 0 1 1 0 1 1 RISA-3D Version 7.0.0 [C:IRISA\Red Robin- Portland -OR.R3D] Page 18 1 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM - Job Number Red Robin- Portland. OR Checked By: - -s Envelope Member Section Forces (Continued) Member Sec Axial k Shear k Ic Shea • „ • I.-i - ■•n. - Mome.. Ic 570 I mini 0 0 1 is mi 0 0 0 1 0 1 1 M60 1 ii; • 0 1 1 1 I l 1 II ' 572 IIM 0 1111 0 ! 1 1 Q la 0 1 0 1 0 ii 53 0 N .10 0 8 574 I min 0 Fi -.003 3 ' 0 EI 0 1 i 0 la 0 i 2 75 3 'm- I 1/1 le I 0 1 1576 min -.001 ii -.007 3 0 11 0 II 0 1 i 0 577 4 i .002 .01 L 2 IA • 1 I 0 [� UM • -.002 Fl -.01 3 4.4 111111=111111EM 1 ! 0 MI P1 1110111 .003 Fl .014 ' 2 '.' Fl EI � .002 FE 580 -.003 © -.014 13 ,002 0 0 11 -.002 2 581 M61 1 u-- .041 c� .114 3 - . .103 .01 1 .008 H .004 -.122 ; 2 -.019 pi -.004 2 .011 2 -.007 3 k] .037 .083 1 3 -.8 1 .003 .006 .069 Fib mommillsormonFil -.09 i - . FE -.0,, FIMMIFS Fl - i. I 1 En 3 'max .033 Fl .051 FE -.007 © .003 © -.00 © .11 Fil PM min .a1 MI -.059 Fl -.111 © -.004 -.00- MI -.10 _SE MIRE , max .0 9 F1 FI -.003 © .003 © -.005 © in MI 'min .017 Fl -.028 © -.007 I© -.004 2 -.007 ©�i *I MI max .125 Fi .003 0 FS .003 © -.006 © .144 - MI min .021 -.011 3 !MIMI -.004 -.1 IFINSMIMII - Fill M6 WM= .022 © .005 3 I .007 .09, --.•06 WI 592 .021 .002 2 0 -.003 ,014 -.125 3 .026 ® .034 .01 .8 8' -.005 ® . 4 ' . 12M IIIIIIIIIIIMA .0 6 MI -.026 © .0. Fl -.003 © -.009 LI -.12 i 3 595 IIN .03 3 .065 ® .015 ® .004 © -.001 3 .106 ' 2 -.057 007 -.003 [�7 -.00 -.096 ' 3 •7 ' © .096 FS .019 © .o04 FI MMFI .•, 2 Pili RI -.088 FE .11 © -.0. FE so Fl -.0 , • 3 F '•7 -u- .039 © .127 2 .023 © .004 Fl .021 © .005 3 • a 'min .004 Fl -.12 _ El .01 F7 -.003 LIIIII 1 Fl -."4 Fl 601 M63 1 n .009 © .046 3 -.006 3 0 U .003 FM .019 3-.006 El o INIERWEIFE - 11 603 2 m .007 Fl .034 3 -.005 © 0 0 .001 © :011 M Fill I MI -.007 Fl -.034 -.5. IIO ERIFl -.011 605 ' GM .005 Fl .023 I -.003 Fl 0 IO 0 2 .005 FE 6'• . _ u -.005 Fl - , 3 FS -.00 IFEIWINIEN a 1 -.48 FS 607 4 max .002 Fl .011 -.002 © 0 1 0 © .001 6 • -.00 -.011 -.00 1 o 151 0 NEEKRINIFI 609 i, ____ 5 max 0 fl 0 '1 0 II 0 1 0 8 0 II 610 1 min I 0 0 1 0 0 • Envelope Member Section Stresses Member Sec Axi-I Shea ... I z Sh-- . 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I -3.•': I - .877 281 M31 Om -.028 3 -.006 © .195 F1 .945 F1 -.848 I 2.783 3 .608 F1 1 282 min -.108 2 -.006 2 . -.093 4 3 .848 3 -.945 2 -3.608 2 -2.783 3 283 , 2 max -.03 3 1 -.003 13 .173 i 2 ' -.038 2 .088 3 2.439 3 2.834 2 ii . - • I -.01 i -.07 - o:: lo .8 • - .4 • 285 max -.033 0 3 .151 2 -.407 .41 3 2.185 3 2.152 2 '286 min -.102 0 2 i -.049 3 -.41 .407 2 -2.152 2 -2.185 3 287 m- -.136 .'i!3 3 .13 I -.119 .164 2 1 2.0 3 1.56 _ -=® -.099 F1 .113 Fl -.08 3 1 -.164 Fl .119 © -1.56 F1 - .0 89 M -.03• F1 .006 3 .108 .784 Fl -.69 © 1.952 Fl 1 05• F1 REFFIII=11713 -.0: Fl .006 -.806 .6• F1 -. 84 Fl - 059 Fl -1.9 Fl _ 0 ��1 F1 -.107 3 ! .118 , 1.0 6 Fl -.969 FIWI-T�[�]I�M:�F1 -=�WP*© -.07 F1®© .969 © - .026 F1 .o 8 F1 -.386 F 293 max .079 2_I -.003 3 .094 2 -.092 I .121 3 .515 .131 294 min .03 3 -.003 2 -.101 3 -.121 .092 12 -.131 -.515 295 .1:1 I 3 .071 2 -.484 .485 3 .8• .538 FM _ I in .0 : 3 0 Fl -.077 Fl -.485 Fl .484 © -.538 © -.892 F1 297 E .083 1_2 .003 Fl .047 2 -.122 © .15 2 1.161 © .836 Fl RISA-3D Version 7.0.0 [C:IRISA\Red Robin-Portland-OR.R3D] Page 24 Company Robert James&Associates Oct 2. 2014 Designer 11:43 PM Job Number Red Robin- Portland, OR Checked By: ..,e Envelope Member Section Stresses (Continued) M-mb-r - i ial ksi lc he.i 1 ,i - o• i I _-T•• i -:. i IPTI =® .026 Fl .003 F1IIKONF1 -.15 F1Fa© -.836 3 -1.161 Fl FZ 1 max .085 F1 .007 .02 F1 968 Fl -.912 F1 1.32 12 1.024 Fl 300 ,min .024 n .006 ® -.029 ,912 n -.968 3 I -1.024 1 3 -1.32 '1 M33 1 max .099 -.007 .041 .951 1.314 1.0_ [c] 302 i min .02 3 -.007 ® -.034 2 .95 3 -.951 2 -1.02 MIN 303 2 max 097 2 -.00 .065 3 -.1 .131 1 • FM 'min .022 © -.003 Fl -.058 FA -.131 Fl .13 -.779 F1EIFI 3 - .895 MIMME1 .0:8 11E17.11: fl 4: Fl .787 429 Fl 306 min .024 3 I 0 -.081 2 -.485 3 .484 2 -.429 3 -.787 2 '307 14 max .093 2 .003 .112 J 3 -.112 2 .113 3 .359 2 -.031 3 308 1 mi .026 I3 .003 -.105 2 -.113 3 112 2 .031 3 -.359 2 t• 5 u: .091 .00 . 36 •:7 - ':. 3 1 .6 177 310 111,11111R .029 3 .007 H -.129 2 .986 H -.987 2 -.177 2 -.6 n -�' .003 3 .771 2 2.207 1 83 Fl NI 1 u IF1 -.0$• F1 I c�F1�jc�F1 jE -1 83 Fl - .207 Fl 3 -©i M -.034 Fl -01 F1 .0. ©IIIIPMF1 .14 FA 2.265 © 1.76 FA FIB- ®MF/IF1 -.003 3 -.125 ©IIIMiFI .1 6 © -1.762 FM - .265 3 Fi O�IF11m -.031 Fl 0 FM .046 3 -.407 Fl .41 Fl 2.414 Fl _.332 F2 MI NM® -.0- , F1 0 Fl -.146 2 -.41 Fl .417 FM -2.332 © - .414 Fl FIFA om -.0 : F1 1115571F1 .068 F7 -.05• F1 .0: Fl 2.654 Fl .99 FM FRI MI® - y Fl .003 Fl -.168 Fl -.081 Fl .056 © -2.993 F1 AIF1 Fin m -.0 Fl .0s, F1 .s:9 ••• Fl © .985 3 �iFI Prl ® . F7 � -.0 .0' -. 9 FA .862 Fl -.909 FA -3.745 2 eriMill ® ti111i .06 -.01.: RI . 0• F1 1.463 Fl -1.385 © 3.04 .73 FI FM I I=f .004 -.00: © -.165 3 1.385 FM -1.463 Minin - a,, u- 111M111 -.004 .182 IMPI© .16 FlIFIZTAIRI 17Z1��®�© 0 © -.138 -.16 2 19 Fli ]F] 327 -® .044 Eel .8 H -.129 2.085 3 R1H .87 H -1.9705 M • H !330 �� 038 00 -:10028 2 1.257 -1.331 ® -:63519 �� MI MI M36 0 ,m .013 2 -.007 1 .05 2 1.799 © -1.799 I�©®FI �rarmi 1 -.007 ©�1Fl 1.7•9 0BW lFl fP.� c�7Fl IF1 Ei!_©RCn�fi 1 -01 2 -.006 H -03 7 H 1.1 012_ ® -1.012 HI1HIIH•® ©max .007 Fl -.004 0 .025 © �© -.45 © .063 3 .063 FA MI �® F1 -.004 F1 - ._ F1 F1 �F1 © -.06 ® max 003 © -.002 1 .012 H�H .016 3 .016 EI in -.el [c] - al -.012 -.016 -.016 En ©max 0 0 0 ID 0 0 0 0 0 0 0 1 0 II 1r1 11111 111111111011111111 • i1t111111=71i11111[1111O111FIEilt11221 FIA M37 E 0 II 0 1 0 1 , 0 II 0 1 0 1 I 0 1 IMO 0 0 e I s e 0 1 BillillEIR .001 .006 2 .001 .01 .011 1 3 .002 -.002 3 -$11 - ilk* 3 s• - 8 -.81 .002 -.00 - - H_©R .003 2 ,O12 2 .002 2 .041 2 .043 , 3 .008 -.008 -.00 -.113 3 .00- ' -.' -.04 1 _ .0.; - 50; IR 1 4 max .004 1 2 .018 2 . .004 2 1 .093 2 .097 U .018 12 -.018 H n -.004 - 119 3 1 .01• 1 -.097 - I• 018 -.11: Ft]-SMI 71 .00 FM .0 5 © .0.5 Fl .166 FI I F1 .0 2 Fl -.03 Fl k mum -.006 F] - 126 Fl .o• 11�111Ft�MF1 .032 11 -.03. Fa ® M38 Om 7F1 a .0 5 Fl . 04 Fa .48 Fl -.8 7 F1 .928 • 1.11® .0 • F1 i�F1 .o54 F1 -.48 Fl -.204 Fl -.928 Fl 7Fl ®-mom .0 EMIR 05: F1 111911F1 .166 Fl -.363 FM .459 Fl 354 NU® .03 WORIIFIIIDPAIIFAISMIFI -.15 FA -.459 © 36 FA RISA-3D Version 7.0.0 [C:IRISA\Red Robin-Portland -OR.R3D] Page 25 Company Robert James &Associates Oct 2, 2014 Designer 11:43 PM . Job Number Red Robin-Portland, OR Checked By: Envelope Member Section Stresses (Continued) M- .,I • , I 1--1 i _I -:. • -T.. . lc -:o,k•' © ©m .056 I 2 .017 2 ' .06 © .225 ; 2 -.015 3 1 .126 ' 2 -.034 Ft 356 min .03 3 .014 3 .06 2 .015 3 -.225 .034 3 -.126 1357 4 max .059 2 .032 2 .063 13 .431 2 -.061 3I .64 I2 -.552 [ci Et743 MN= .027 © I IFI FI M Fl -., ��E®'/I©© -.64 Fl 359 60 _©R .0 ? ® -O 18 H ..°6,:! RI -•66 II -766 HIli��71�� 1.095 361 M39 11E1 .055 � A33 H :0548 H H 36_ 363 aril .044 H -0 7 12 -.052 OMB X075 HIH.• -.386 H 365 1 3 'max .043 3 .057 . 2 -.05 3 .795 ©NIEFERI© .071 3 ' -.049 FI I MI= .04 FI [liiClFI [E �F/1 •• • _ -.• Fl H 4 max .044 ® .069 ® -.04$ 1.182 � N -.23 3 .644 2 1 min .041 -.1 -.112 - 49 F* ' IMI .045 2 .081 2 -.046 FEE :!IIF1 fl -. 18 F1Ei IF1 F3'I] ®IIIIM» iFI -.119 FA -2.401 Fl - 3 © .518 Fl 5711MIWZIlM11111111117N 0 r FIW!ZU 3 I .003 © FI INfl .481 .086 In FNIIIIIIIIIIMMI11111013 -08 -.01 © -046 Fl -. _ Fl IllniaFl -.1:6 © -.481 FA -IF/1117.1•MSFE .01 © .0.5 13 -.108 F1 MFl .184 .061 FE1 �® -.o: Fl -.00 ' EFL -.1 6 F1Ei1!1 F1�© - 184 Fl - F1∎W» 034 ' .0 1 FilIMIIIFI -.08 F1W 7 F1 -.021 Fl .097 F171 •1111711 -.081 Fl -.08 FEU© -.097 .08 IFIIIMBIRIMMINFI i Fl .019 Fli mFl .036 © .36 FA _ r o BFI -.017 F7 -.0 8 �� -.019 FA -.362 -.03• Eck I i W fl 0 7 Fl 0 1111 .M1F11 3.9 Fl 108 i 3 .612 PI mi MI® -.07- F F1 Fl -. 09 F1 FI F1 -.108 F?SI�IEU .034 © o34 Fl .019 F1 �F1 Fl .0 6 FTFI-MI ii -..:9 FE U© -005 © -.352 © -.255 F2 -.41 Fl •i. MI IF/171 03 F F1 .0 FIIIIMIINIIKEIIIIIFI 0 13 .273 FI iii n -.09 Fl -.0_ : Fl -.003 F1 FI -.0 .. IIMMIRMIIIMIF1 385 3 max .036 3 .007 13 . .024 2 -.079 3 . .116 ' 2 -.009 3 .12 2 386 min -.091 2 -.015 2_ 0 3 -.116 2 ' .079 � 3 -.12 2 .009 3 3; 4 max .037 3 -.002 12 .026 2 -.08 .17 I2 .049 2 .002 3 388 min -.092 2 -.007 13 .002 3 -.17 2 .08 13 -.002 3 -.049 2 389 1 a-.. .038 3 .01 12 1_ .029 2 -.1 .- .17 .233 2 -.0 390 1 ® -.093 2 -.021 13 .004 .172 .136 2 .02 3 -.233 21 •1 1 M42 11 .037 .146 .076 ® 1.4 7 ® 2.435 3 -.562 3 .951 Eck iii i1 .00: F1 IEM FIB.© -2.435 Fl -1.457 Fl -.9 1 F2 .56 Fl 39 1111 .MIFEIZT1 .039 ©®© EEIMIK�••MF1 . 79 © AFl .481 HI Eta] it ir1 00 F� F� © a -1..9 Fl -.4:1 FINPISEIFI 95 3 - .04 Wi ' © •78 Fl i Fl .81. 13 W F] .004 F] FM-=EMI .00 Fl -.14 F1IER• © 1Fl -.79 RI -004 Fa -.065 Fl [ci]-t11117, .04 Fl .106 Fl .079 Fl .556 .115 3 .479 FM -.389 Fl 398 1 min .004 2 -.033 12 .053 3 1 -.115 3 -.556 2 ! .389 3 -.479 2 ■ 399 1 5 max .043 3 .092 1 3 1 .08 2 ; .493 3 , -.388 2 ' .97 2 -.72 3 1400 min .003 2 -.022 ! 2 1 .054 3 1 .388 2 -.493 3 .72 3 -.97 2 4.1 ii. 1 n-_ • •1• I -.1 7:1 •, .985 -.55- - - r �. -=® .0 Fl - •y, -.9.2 -.04 © -.781 F2 .559 Fl -.985 Fl 403 2 max .028 2 0 I 3 -.03 4 2 .481 2 -.022 3 .501 3 -.308 2 ' 404 min .026 3 -.03 1 2 1 -.06 1 3 .022 3 -.481 2 l .308 2 . -.501 3 405 3 max .029 3 -.015 . 3 1 -.027 1 2 .299 2 .038 3 .081 2 -.039 3 406 min .025 2 -.016 I 2 -.057 3 -.038 3 -.299 2 .039 3 -.081 2 407 4 max .032 3 0 2 -.025 2 .234 2 I .22 1 3 -.125 2 .401 3 •: min .0 -.• 1 - • , -.2 -. 34 -.4• . 5 409 VIM .035 3 .0 . Fl -.0 .285 -.309 WI .81: Fl 1 410 =® • ' © -.046 : 3 IMMILEINIIII PIES[;Ill 30- FM 411 M44 0=1 ••• .028 3 -.005 . 2 .202 IIIFIiER© .039 0 -.039 FA RISA-3D Version 7.0.0 [C:\RISA\Red Robin-Portland-OR.R3D] Page 26 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin- Portland, OR Checked By: -< . Envelope Member Section Stresses (Continued) Member Sec Axialfksi Ic hea ... Ic z Sh-- ... -T.• _i , -=•■ . -To• ksi I -Bo I ksi 1 412 1 min -.006 3 -.027 2 I -.005 1 -.211 3_ -.202 2_ .039 12 -.039 1 413 2 max .005 2 .021 1 3 I -.004 2 .114 2 .119 3 .022 11 -.022 2 • 1 414 min -.005 3 1 -.02 12 -.004 1 -.119 3 -114 2 .022 12 -.022 1 415 3 max .003 2 .014 3 -.003 2 .051 2 .053 3 .01 1 -.01 2 1 416 min -.003 3 -.014 2 -.003 1 -.053 3 -.951 2 .91 2 -.01 1 417 4 max .002 2 .007 3 -.001 2 .013 2 .013 3 .002 2 -.002 1 418 min -.002 3 -.007 2 -.001 1 -.013 3 -.013 2 .002 1 -.002 2 419 5 max 0 1 0 1 0 1 9 1 0 1 0 1 0 1 420 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 421 M45 1 max 0 1 • • ' 1 • 1 0 1 MI CM o fl fl MIIIF1 0 II o 11111117E11 0 EN IM 17t7 .004 FM .0 NIEMEN .033 Fl .033 Fl IIIRMIFI -.005 Fl I N 1 MI -.004 3 -.02 F l .003 1 -.033 © © .005 -005 F11 IMi .00• .04 .006 2 .133 ©� Fl • © -.02 El [F � -oo• F IEf .8.86 0 *FI I _ • IV -o 11 .013 ' .059 © .009 1 2 .3 ©EM 3 I 144 FI! E1 428 En - •1 3 -.05' 3 .009 0 -.3 Fl -. ©I•IME1111 .:� c[] 429 5 ._m,. •1= ! .07• Fl .012 F1EIMIFI .533 -13111M11. FM -.078 IN 430 -.018 Fl -.07• © ..012 1 -533 Fl -.533_ © .07; 0 -.•78 Fa ! IMI I M 1 09 2 !MIFM .314 3 Minn 303 Fl -.0•, Fl -.•09 .009 © -.314 Fl .023 F1 c• F1 t! UFI MI M. .0 Fl .104 , •17 NI .636 Fl .59: 3 -.077 © •4 FA MI -.014 Fl -.059 3 .016 Fl -.598 3 -.6 • nIEMIIHRIONMF1 Mi MI 0 FA .154 Fl .0.4 F1 1. 99 •-7 ©WZVFl - l m', -0 4 Fl -.109 3 .0 Fl - .299 ©Ei�IFI - ••4 NI -.087 FI 437 ' ii 14 FI IN .031 FA 3.206 © .417 Fl . 12 - _.305 I1 -.034 F�I© .031 Fl -2.417 3 -3. •• Fl 4391 5 -043 W1�'W'E1 .038 5113 . f .4•A•98 I3 -.496 la m M47 1 GM -.028 11 .299 © -.081 © 6.578 FA 4.496 1 1. A -.931 Fl MI MI -.227 NI -.48 © -.13 'IIN -6.57; FA .• 1 -1.722 RI RI .261 2 main -.223 FA -.444 -.10.4 -2.3.732 WI 3 1 .942 12 -.942 3 URI 3 Cri -.037 ©®© -.07 © 1.121 Fl 1.285 3 .194 -.004 Fl on ® -. 19 FA -.405 F1 1'-1F1 -1.28 FIRM .004 3 -.194 FA 447 4 max -.041 3 F .185 3 -.065 3 -.031 3 1.256 21 -.411 3 .521 2 448 1 min -.214 2 -.367 2 , -.114 2 -1.256 2 .031 3 . -.521 1 2 .411 3 449 1 5 Imax, -.045 13 .147 3 -.059 4 3 .987 1 3 3.398 2 1 -.793 3 1.204 2 4501 _ I min' -.21 2 I -.329 -.108 : 2 -3.398 12 -.987 3 i -1.204 2 I .793 3 451 M48 1 max -.023 3 .148 3 _ -.023 1 3 .332 !3 1.087 2 I .199 12 ' -.168 3 it 452 min -.168 2 , -.114 2_ -.026 12 -1.087 2 -.332 3 .168 3 -.199 2 453 12 max -.026 3 ' .106 3 . -.017 i 3 1.181 3 1.713 2 1 .046 121 -.032 1 3 I • • in -.1.5 , -.07 -.0 i -1.7 -1.1= .0 1 -046 4 EVA 5 3 max -.029 3 .064 [F] [II »MF211© 07 FA min -.162 Fl -.03 FI •' © - .057 Fl -1.748 In -.07 FIUME 3 um 4 max -.03 Fl .0_ Fl -.106 ' 3 2.034 ©Ei►F© _-.124 146 458 min -.159 H .012 -.008 2.12 2 -2.034 -.146 2_ .124 3 - 459 m -.035 .0 • 0 II 2.0 = 1.90 -.144 .183 2 MI- min -.156 Fl -.02 © •• F1 :• Fl -2.038 3 IIIIIKtINFl 144 3 1 M49 1 max -.024 Fl .007 © 0 FIINIFI 1.9 1 2 -.026 © .452 _ MI min -.146 NI -043 F1��F1BFFl -2.066 © -.45 F] .026 Q I MOM -.021 ©�•�F1W c�[c] 1.97 Fl 2.065 © -.073 Fl . 64 464 MIR -.149 2 -.035 3 -.004 pi -2 .065 2 -1.975 -.264 IR .073 2 I .• -.01; .04 .037 1.603 3 1.9 • -.• 7 .k.:1 466 min -. WI -077 F .002 © -1.929 FA -1.603 Fl -.081 .037 3 467 4 max -.01 .083 12 .043 © .95 MEN= .2 • 13 .05 2 468 min -.155 2 -.119 3 .008 2 -1.511 2 -.95 3 -.05 2 -.229 3 RISA-3D Version 7.0.0 [C1RISA\Red Robin-Portland -OR.R3D] Page 27 1 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin- Portland, OR Checked By: _ Envelope Member Section Stresses(Continued) Member _ S• 1 ial , . ,,-•i ,i • - :To. i -:..ks. 469 ! 5 'max -.012 1 3 .048 .015 -.02 2 47• 11.1 -.158 �fiL•fi�l�l • -81 11 N -.534 471 M50 L1 a. . - 0 3 2 .079 - .957 . 7 -1 145 2 1.1945.087 pi 473 474 2 max .004 .084 -.834 -.4 MOH -. 94 ® .44 [�� ®_AR _008 H .397 2 :098 H 2 1.4•3 1 3 -.00• 1 2 -.013 In.132 F# X012 103 3 4.056 2 2.825 H .698 Fit 012 3 479 5 max .017 3 .108 3 -4.36. 3 © 362 3 1.296 HH H M51 1 2 .177 66 3 -.033 HH�cc] -5.471 HH -.04 H NM l REIMmax .133 u .129 I 3 -.011 3.549 2.309 3 .149 ; 3 2 u'I .0•: -.21: -.026 30• -3 •• - 1 5 I I-©m .124 .082 3 -.004 F1 _.003 Fl 1.472 -.029 .216 FA I 1 1 ��FI®FI -.019 Fl -1.47 Fl -2.003 F1RF Fl .. •• 487 � - .034 3 .003 u 834 2 1.011 3 2 ! •:: •• -.1 4 -.41 -1.0 1 3 -.48• I ©M 111 -.013 © .01 .041 FE FlI - 174 HMP�l�l r11-��ZF1 -.07• F• -.005 -.9 7 FEF!c© -. 1 Fri ZUFI 491 M52 II� .02 gi .087 3 -.013 H .651 Film 3 ' .096 g -.096 1 _ 14- �u�1 - 5 -.087 -.01 -.651 .096 - • _ !l II lC:1 01 Fl .066 -.• � 366 FN S .054 ! -.0 • 0 �I∎m lei n -.015 -.066 r -.01 FI M•• cami fl $54 El -.• , 11 495 W - 01 © 044 3 -.006 � �.c�© .4 - Fl I 4'• -.01 -044 ! 2 006 � -163 2 .0 4 Fl -.0.4 Fl 497 rim 00 FI .� El 041 Fl!_Fl 01• -.006 Fl EM1 rim -.005 Fl F1 -.00 F7�!FIEMBFl .006 Fl -.006 Fl NU11 0 0 o 0 o IU o um= o ll o 1 1131MIIIIIMM=M1 o f 1117110 0 MINIMIIIIIIIMM111•11711111 0 EU 01 M53 MEM 0 11111•F111111311111111111E1 o EIt41111Fi■1•DI•10 0 El ■ =MISIIIM1111II El 0 111111■11111111111Mill 0 EU 0 0 um IFAI 1 .012 ©11101F1 M FI Ii1_: F 4T: Fl .001 Fl -.001 gm =® -.002 F7![4111fl .101 LL: F7 T iI FM .001 Fl -.001 Fl ©Gib .004 F1 01• Fl .103 F1llk3IF1 I■© .004 Fl -.004 it fi Iri11 -.0s, FI NIFl .003 1 TUFEFR© .014 El -.004 Fl I 1' 4 lei-11 .006 _ I .004 F1W I F1 .069 3 .01 3 I -.01El WI 11 I -.O I. -.0 • .004 11 1' Fl -.069 I .01 1 • I 5 GM .00: © .03: 2 .006 © MF1 .122 1 .018 Fl -.01: it 510 min -.008 3 -.038 .006 -.122 3 -.122 ; 2 .018 -.O1$ 511 max .209 3 .456 -.007 -5.27 2 5.216 I 3 .795 .309 151 2 1 � - I 7 I I .347 1• -7• � .41: � 4� F2�.�FI®© .347 Fl .334 14 -11111 Iri�i1U Fl c F1 -.07 Fl -2.53 3 1 -2.612 -.334 Fl -.347 Fl IFIII Ilif®�FIMI» .0.4 FM .188 .078 Fl -.068 Fly! Fl _ 517 _FI -.096 .341 1 -.065 Fi -.078 1 t• - .451 3-2 138 Ham .287 li 518 519 1 5 max .19-.092 3 .30-.337 2 .014 F� 4.1 H 3.956 .801 520 GM -.0:_: F1 -.299 Fl -.054 FI MIFl -4.12 Fl - :01 FI F1 5211 M55 1 1 r m .131 F1 -024 FlENIF1 1. 94 2 WREFIIMERIIFI ur�i I.• F1iM7F1 -.02 F1 -1.294 Fl -1.13 ©110511[1 UFl 523 u- f F1 .089 Fl -.019 Fl 1.868 Fl 2.069 .073 Fl -.0 Fl 4 MIII17111111FMF1 -.0.5 FI -.0_ Fl -2.8.9 -1.868 3 1 .05 II -.07 Fa 525 ©m .137 © .047 3 -.013 Fl 2.324 © 2.562 2 -.038 © .055 RISA-3D Version 7.0.0 [C:\RISA\Red Robin-Portland -OR.R3D] Page 28 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin- Portland. OR Checked By: - Envelope Member Section Stresses (Continued) Member Sec •.i- I heal_ Ic z Shea ... Ic -To• ksi -:ot i I - -:o, 526 min -.057 -.053 1 2 i -.014 2 -2.562 2 -2.324 3 -.055 li .038 ri 5 7 4 max . .00 1 - #07 3 2.498 3 2.775 - 121 P1-m® -.0 , RI -.01 FA -.108 © -2.775 FA -2.498 FI P FI 111 FM I 5 CM .131 Fl .0 FE -.001 2.39 FE .706 -.144 FM 14: Fl � - ® -.05 _ -.037 © -2.706 Fl -2.392 F1 F F] 144 IN MI M56 1 12111 .121 .03 3 .0 3 2.398 [c]E►. glFl r IF 91 Ell® -.05. 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Man i -.0.8 Fl -.9.9 FM -.009 iI �� BFI .034 F7I.:'•F1 1605 3 max .005 2 .046 3 -.006 m n .015 u -.015 1 •.. 1 min -.00 - II•• -.006 - 607 4 max .003 F� .023 -,Q03 3 . r Q2$ 2 .028 3 .004 8 -.004 1 ' u NI in -.0' � -.0 3 - •.•3 -.1 ; I -.02; .004 -.004 1• 5 max 0 1 0 II 0 1 0 1 , 0 11 , 0 1 0 • 0 ! min I 1 0 • • 1 I 0 ! 1 ! 0 1 0 Envelope Code Checks Me... Shape _ Code Check Loc...Ic Sh...L...Dlr IcFa..Ft... Fb y-y Nail _ Fb z... Cb Cm Cmz ASO... I 1 I M8 T X2 .718 . F]RE� 18.665 16.6.. . 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Z 21....16.. 18.665 2121 1.4... .85 .85 H 1-i • M24 0.125 x 6 STI. .249 2.29 3 021 0 z 21....16.. 18.665 2121 1 .85 .85 H1-1 ' e M34 0.125 x 6 STI. .246 2.1...2 0212.. z • 1....16.. 18.665 12121 1.4... .85 .8 H2-1 W�0.125 x 6 STI. . 44 AFInf• 1....16.. 18.665 ®1.4... ,8 m TU2.5X2.5X3 .242 1.0 ••.8.' ••'25..27.• _ 30.36 30.36 1.2... 1 H1-2 n1 M6 TU2.5X2.5X3 235 Ii 02.EN •''25..27.6 30.36 30.36® :El ; -1 FZI®H 2X2X3 .225 5.0..FiCEME ] 30.36 30.36 F 1WIlW IH1-21 IMEM62 TU2X2X2 .190 , 0 2 02x2.. 16..16.. 18.665 118.6.. 1.7... 8 .:5 +11-2: RISA-3D Version 7.0.0 [C:IRISA\Red Robin- Portland -OR.R3D] Page 30 Company Robert James&Associates Oct 2, 2014 Designer 11:43 PM Job Number Red Robin- Portland, OR Checked By: Envel• •e Code Check Continue. u-... Shave Cod- heck • , h..L... air I F... F. - ks' Fb .. 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CALCULATIONS Design Loads at Building Connections: Maximum loads from Envelope Joint Reactions on page 8 in the RISA Analysis Tension-X Axis: (lbs.) TenXAxis:= 1193 (Joint N22,Line 8) Shear-Y Axis: (lbs.) ShrYAxis:= 215 (Joint N22,Line 7) Shear-Z Axis: (lbs.) ShrZAxis:= 103 (Joint N15,Line 1 ) Summation: (lbs.) Shrrot:=\JShrYAxis2+ ShrZAxis2 Shrrot=238.399 Design of Mounting Bolts at 1.90"Diameter Pipe and Angle Clip Connections: Mounting Bolt Diameter: (in.) MntBltDia:= 0.375 Stress Area: tn.'- it•MntBltDia2 ( ) MntBltArca:= MntBItArea=0.11 (Based on nominal diameter per AISC 4-3) 4 _ - Allowable Shear: (lbs.) AllwShr= (10000.2)•MntBltArea AllwShr=2209 (Double Shear) _ - Shear Load per Mounting Bolt: (lbs.) ShrMntBlt:= TenXAxis+ ShrYAxis+ ShrZAxis ShrMntBlt= 1511 Unity Check: UCMntBlt ShrMntBlt UCMntBlt=0.684 < 1.00 OK Mounting Bolts AllwShr Use: 3/8"diameter 18-8 stainless steel bolts,nuts and washers. Check of 1.90"Diameter x 0.145"wall Pita at Bolt Connection: Area of Pipe: (in.=) 1.900"Dia.x 0.145"wall - PipeArea:= 0.799 ( 1-1/2"Sch.40) Shear Stress: (psi.) fv ShrMntBlt fv= 1891.114 PipeArea f v Unity Check-Pipe: UCPipe:= UCPipe=0.113 < 1.00 OK 16800 Page 1 Design of Angle Clips at Pipe Plate: Angle Measurements: 2-1/2"x 7/8"x 1/4"x 3"LG. Angle Thickness: (in.) AngleThk:= 0.250 Angle Length: (in.) AngleLngth:= 3.0 Distance from Vertical Leg to Bolt Load: (in.) TransfereDist 1.375 Section Modulus of Angle Leg in Bending 3 AngleLngth•AngleThk2 g g g : (in. } AngLegSM 6 AngLegSM=0.031 Bending Stress: (psi.) (ShrYAxis)•TransfereDist fb fb=9460 AngLegSM Shear Area per Angle: (in.') ShrArea:= AngleThk•AngleLngth ShrArea=0.75 Shear Stress: (psi.) fv_ TenXAxis+ ShrZAxis fv= 1728 ShrArea Unity Check: UCMntAng fb + fv UCMntAng=0.518 < 1.00 OK Angle Clips 23760 14400 Design of Pipe Plate Mounting Bolts: Mounting Bolt Diameter: (in.) MntBltDia:= 0.3125 Stress Area: tn.'- R•MntBltDia2 ( ) MntBltArea:= MntBltArea=0.077 (Based on nominal diameter per AISC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen= 1534 Allowable Shear: (lbs.) AllwShr:= 10000•MntBltArea AllwShr=767 Number of Mounting Bolts per Connection: NoBlts:= 4 Tension Load per Mounting Bolt: lbs. TenXAxis P 8 ( ) TenMntBlt:_ TenMntBlt=298.25 NoBits Shear Load per Mounting Bolt: (lbs.) ShrMntBlt:= Smoot ShrMntBlt=59.6 NoBlts Unity Check: UCMntBlt:= TenMntBlt + ShrMntBlt < n UCMntBlt=0.272 1.00 OK Mounting Bolts AllwTen AllwShr Use: 5/16"diameter 18-8 stainless steel bolts,nuts and washers. Page 2 Design of Pipe Plate: • Plate Thickness: (in.) PltThk:= 0.375 Plate Diameter: (in.) PltDia:= 6.0 Effective Plate Width: (in.) EffctvPltWdth:= 4.63 Transfer Distance: (in.) PLS:= 1.25 (Measured from center of slot to angle clip.) dThk:= ntBlt•NoBlts•PLS•6 q j[T(eEnMff ctv PltWdth•27000). J Minimum Thickness Required: (in.) Re ReqdThk=0.268 Unity Check: UCPipePltThk ReqdThk UCPipePltThk=0.713 < 1.00 OK Pipe Plate Thickness PltThk . Use: 3/8"thick x 6"diameter plate with four 0.3392"x 2-1/4"slots on a 4.66"bolt circle. Design of Mounting Bracket Match Plate: Plate Thickness: (in.) PltThk:= 0.375 Plate Diameter: (in.) PltDia:= 6.0 Effective Plate Width: (in.) EffctvPltWdth:= 4.63 - Transfer Distance: (in.) PLS:= 1.50 (Measured from center of slot to angle clip.) j[ Minimum Thickness Required: (in.) Re dThk:_ TenMntBlt•NoBlts•PLS•6 q — J RegdThk=0.293 (EffctvPltWdth•27000) Unity Check: ReqdThk tY UCPipePltThk:= UCPipePltThk=0.782 < 1.00 OK Pipe Plate Thickness PltThk Use: 3/8"thick x 6"diameter plate with four 0.3392"x 2-1/4"slots on a 4.66"bolt circle. Design of Mounting Bracket Tube Stand-offs: Section Modulus of Tube: (in.3) TS 2"x 2"x 1/4"wall - TubeSM:= 0.747 Out to Out of Mounting Bracket Plates: (in.) OtoO:= 3.0 (TeriXAxis.Oto0) Bending Stress: (P si.) fb fb=4791.165 TubeSM Area of Tube: (in.2) TS 2"x 2"x 1/4"wall - TubeArea:= 1.51 Shear Stress: (psi.) fv:= ShrfOt fv= 157.88 TubeArea fb f Unity Check: UCTubeSO:_ + UCTubeSO=0.166 < 1.00 OK - Tube Stand-off: 30360 18400 Page 3 Design of Mounting Bolts at Building: Mounting Bolt Diameter: (in.) MntBltDia:= 0.375 Stress Area: tn.'- a•MntBltDia2 ( ) MntBltArea:= MntBltArea=0.11 (Based on nominal diameter per A1SC 4-3) 4 Allowable Tension: (lbs.) AllwTen:= 20000•MntBltArea AllwTen=2209 Allowable Shear: (lbs.) AllwShr:= 10000-MntBltArea AllwShr= 1104 Number of Mounting Bolts per Connection: NoBlts:= 4 Number of Mounting Bolts in Tension: NoTen 2 Top to Bottom Distance Between Mounting Bolts: (in.) LvrArm:= 14.0 TenXAxis Tension Load per Mounting Bolt: (lbs.) TenMntBlt:_ + NoBlts (TeraAxis.Oto0)NoTen•LvrArm TenMntBlt=426.07 Shear Load per Mounting Bolt: lbs. ShrYAxis+ ShrZAxis P 8 ( ) ShrMntBlt _ NoBlts ShrMntBlt=79.5 Unity Check: ShrMntBlt TenMntBlt < tY UCMntBlt= + UCMntBit=0.265 1.00 OK Mounting Bolts AllwShr AllwTen Note: Use 3/8"diameter 18-8 Stainless Steel bolt as listed: Lag bolts in wood studs. Hex bolts with 3"x 3"x 1/4"aluminum angle blocking with plywood sheet to span studs. Design of Mounting Plate at Building: Plate Thickness: (in.) PltThk:= 0.50 Plate Width: (in.) PltWdth:= 16.0 Transfer Distance: (in.) PLS:= 9.375 • Minimum Thickness Required: (in.) ReqdThk:= RegdThk=0.471 Unity Check: UCSgnPltThk < 1.00 OK tY gnPltThk UCS ltThk=0.942 . Sign Mounting Plate Thickness PltThk Use: 1/2"thick x 4"x 16"plate with four(4)1/2"diameter holes on a 2"x 14"bolt pattern. Page 4