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Company : Veloctlel,Inc. June 16,2075 Company �. VelocRel,Inc. June 16,2015 <br /> Desgner : Alex Bragg 9:50 AM Designer �. Alex Bragg 9:50 AM <br /> Job NumDer : 10104030 Watehank HanOrail-Revision#7 Checked By:Neal Turbow Job Number �. 10104030 Watertank Hantlrail-Revision#1 Checketl By:Neal Turbow <br /> Member Primarv Data(Continued) Member Primarv Data(Continuedl <br /> in K in � � I � � <br /> M 73 N 7 N20 90 e m W�eFian e A36 r.36 T i I 91 M104 N112 N88 RI ID None None RI ID T ical <br /> i w�de F�an e A36 r.36 T ical 106 N1 6 1 4 I 2.0 a `�e Flan e A T i <br /> 35 M35 N74 N29 �� N200 90 L2x2x6 Beam <br /> V�hdeF�an e 93 ' M107 N127 N115 PIPE 2.5 Beam bVideFiange A53 T ical <br /> 37 M37 N76 N33 N200 90 L2x2x6 �Beam'�wde Fiange A36 r.36 T ical 94 M108 N128 116 PIPE 2.0 e m `�`hae Fiange A53 T ical <br /> M38 N77 N35 N200 90 x2x6 eam �eF� e A36 r.36 T ical 95 M110 N130 N118 PIPE 2.5 Beam �tleFlan e A53 T ical <br /> 39 M39 N78 N37 N200 90 L2x2x6 Beam�wdeFian e A36 r.36 ' T icai 96 M111 N131 N119 PIPE 2.0 Beam VJ�deFian e AS T ical <br /> WMe Fla e � 1 1 1 I i VJ�tle Flan e <br /> 41 M41 N40 N41 75x.375 Beam w�de Fiange A36 r.36 T ical 113 1 wtle Flan e i <br /> 4 4 N41 N4 75x.375 Beam �eF�an e A36 r.36 T ical M114 N135 N123 PI .0 Beam �deFian e q 3 � T ical <br /> � 43 M43 N42 N43 27 x.375 Beam WbeFlan e A36 r.36 T ical 1 M115 Nt34 N1 PIPE 2.5 Beam V�ideFlan e A 3 T ical <br /> 4 44 5 WMeFlan e r 117 N14 1 RI I I T i I <br /> 45 M45 N44 N45 275x.375 Beam W�de Fiange A36 r.36 ! T ical 1 RI I I <br /> 4 M46 N45 46 75x.37 eam `Nwe Flan e 6 r.36 T ical 103 M119 N142 N141 PIPE 2.0 Beam w�de Fian e A53 T ical <br /> 47 M47 N46 N47 � 275x.375 Beam wde Fian e A36 r.36 T ical 104 M1 N5 N7 5 5x.375 eam �e Flan e r.36 T ical <br /> Wbe Flan e 11 184 1 I I i <br /> 49 M49 ! N48 N49 275x.375 Beam wide Fiange, A36 r.36 T ical <br /> 5 M50 N49 N50 75x.375 Beam Wbe Fian e A36 r.36 T ical 107 M117A N186A N183A RI ID None None RI ID T ical <br /> 1 M51 N50 N51 275x.375 Beam �/�/deFian e A36 r.36 T ical ' 108 M112A N115 N1826 L2x2x4 Beam N/aeFlan e A36 c36 T ical <br /> M52 N 1 N52 2.75x.375 Beam �e F��9e q36 r.36 T ical 109- Mt 13A N115 N181 B L2x2x4 Beam �de Fian e A36 Gr.36 I T ical <br /> 53 M53 N52 N53 �275x.375 Beam W�de Fiange A36 Gr.36 T ical M 11 184 a �de Flan e �.3g T ic <br /> 54 M54 N53 N54 275x.375 Beam �e F��9e A3G Gr. T ical 111 M115A N118 N1836 L2x2x4 Beam Witle Flange A36 Gr.36 '� T ical <br /> 55 M55 N54 NSS 275x.375 Beam wde F�an e q3g Gr.36 . T ical 112 M116A 1 N185B L.Zx2x4 Beam `�`hde Fian e A36 r.36 T ical <br /> 56 M N55 N56 2.75x.375 Beam wae F�an e A36 Gr.36 T ical 113 M1176 N122 N186 _ L2x2x4 i Beam�'wde Fia�qe. A36 Gc36 T ical . <br /> 7 N N57 ''. 2J5 . � eam `/Wde F�an e A36 t. 6 T i I <br /> 7 N 7 .3 5 ea �e Flan e 36 r. T i <br /> 59 � M59 N58 N59 '275x.375 'Beam wae Fiaoge A36 Gr.36 T ical Member Distributed Loads BLC 2:W(9011 <br /> 60 6 N5 N40 2.7 x 375 Beam `lube Flan e A r.36 T i I <br /> � N � Wide Flan e r. �� T i � <br /> N WWe Flan e - - <br /> -. 9 0 <br /> 63 M64 7 N9 i 5.5x.375 Beam wbe Ran e A36 r.36 T ical 3 M3 L 9 -.009 0 0 <br /> 64 M 5 N9 N11 S.5x.375 Beam Wbe Flange_ q36 r.36 T ical "- <br /> g wbe Ran e; A3 T 4 4 - -��9- 0 <br /> 5 Wide Flange q � 5 - - 9 <br /> 67 M68 N15 N17 � S.Sx.375 eam W�de Flan e A36 Gc36 ' T i al 7 M7 L -.009 -.009 0 0 <br /> M69 1 19 S.5x.375 am �e Flan e q36 r. 6 T �cal $ M8 _.ppg 0 <br /> 69 M70 N19 N21 ' S.5x.375 Beam'wde Fian e A36 r.36 T ical <br /> 7 71 . 75 eam wide F�an e A r. T I - - <br /> 71 �� M72 N23 N25 SSx.375 Beam-w�aeFiange A36 r.36 �. T ical �� M11 L -.009 -.009 0 0 <br /> 7 73 N25 N 7 x.375 eam '�e Flan e A36 r.36 T ical � M12 L 9 9 0 <br /> 73 M74 N27 N29 SSx.375 Beam wde Fian e A36 Gr.36 '� T ical � �g � <br /> W�de Flan e � 4 0 <br /> 75 M76 N31 N33 S.Sx.375 Beam wide Fiange A36 r.36 T ical �5 M41 �� -.01 -.01 0 0 <br /> 76 M77 33 35 5.Sx.37 eam w�de F�an e A36 Gr.36 T ical �6 M4 -.Ot -. 1 0 <br /> 77 M78 N35 N37 5.5x.375 Beam �N�de Flan e A36 r.36 � T ical �. �� M49 _ � _ � <br /> 7 .3 wide Flan e 36 i I � M - - <br /> 79 M80 N39 N1 S.Sx.375 Beam WtleFiange q36Gr.36 T ical �g M51 � -.01 -.Ot 0 0 <br /> M83 N91 N RI ID N e None I ID T ical <br /> 1 M84 N92 N78A RI ID None None RIGID I T ical M52 __ -.01 - 1 <br /> 7 I n __ RI ID i I 2� M53 -A1 -.01 0 0 <br /> 83 M87 N96 NSOA RI ID None None �RI ID �� T icai Z3 M55 -.Ot -.Ot 0 0 <br /> M9 N1 N8 A RI ID N ne None RI ID T i I 24 M56 -.0 0 <br /> BS M93 N104 N84 RIGID 'None None RIGID T ical 25 M57 � L -.01 -.01 0 0 <br /> 95 1 1 71 RI ID None one RI I� T ical <br /> 87 M96 N103 N83A RIGID None None RIGID ' T ical <br /> 88 M100 N108 N75A RI ID None one RI�___ T ical _ � _ � <br /> 89 M101 N110 N87 RIGID None None RIGID T ical 2g M61 L -.017 -.017 0 0 <br /> M10 N1 N86 RI ID None None RIGID_ _ T ical _ � _ � <br /> RISA3D Version 11.0.0 [Y:\...\_.\_.V...\Structural\RISA\rev 1\handrail-10164030-Rev 1.r3dj Page 3 RISA3D Version t t.OA [Y:\_..l_\_.\_.\S[ructural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 4 <br />