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Company : Velocilel,Inc. June 16,2015 Company : Velocdel,Inc. June 16,2015 <br /> Designer : Alez Bragg 9:51 AM Desgner : Alez Bragg 9�.51 AM <br /> Job Number : 70104030 Watertank Hantl2il-Revision#1 Checked By:Neal Turbow Job Number : 10704030 Watertank Handrail-Revision N7 C�ecketl By:Neal Turbow <br /> Member Point Loads(BLC 8:Wi(33011 IContinuedl Envelone Member Section Forces( ontinuedl <br /> m b i in - i M r il h k k T u - me .. - Mme . <br /> 4 M119 Z 0 28 min -.04 3 -.0 4 2 -.0 2 -.031 1 -. 23 <br /> 29 5 max 284 2 D65 11 .002 � 3 0 6 A56 5 032 2 <br /> Member Point Loads/BLC 9:LM ' " - � <br /> 31 M4 1 max .568 2 .119 5 09 1 0 4 117 2 � .055 5 <br /> r i �^ 32 min -.087 3 -.245 2 - 5 -.07 5 -.14 2 <br /> 1 M6 z z �50 33 2 maxi S59 � 2 .127 5 .072 1 0 4 .056 5 .191 2 <br /> -0 - - <br /> Member Point Loads(B G 10•Lvl - ss s max sai z � oss 5 oiz s o a oas 2 oas � <br /> el i i k- �o min -11 3 -.013 10 - 7 0 11 -.0 9 5 7 <br /> 1 M6 Y -2 °h50 0 37 4 max .672 2 � .043 �� 5 .012 3 0 4 .018 3 A54 3 <br /> i -. - � - - <br /> 39 5 max .663 2 058 11 .012 3 0 4 .076 S A57 3 <br /> LoadCombinations 4o min -.it8 3 00 2 -.�os 2 o i� -.t55 2 -.�61 <br /> n i n P Fa. F . C 41 MS 1 max .945 2 .015 3 .092 2 A02 3 .039 10 098 3 <br /> 1.2 +1. W+ h 90 Yes 1 1. I 1.6 9 -1 - <br /> + . +0 5 es 1 43 2 max .942 2 A22 3 .071 2 002 3 .006 2 .05 3 <br /> 3 '12D+�.6W+Q5Lh 210 �es Y 1 12 3 1.6 9 .5 min -.188 3 -.08 2 -0 3 -.00 -.015 -. 51 <br /> + + es <br /> 45 3 max .938 2 A29 3 .OS 2 .002 3 .005 3 .036 9 <br /> �. + + 5 h 3 Yes 4 1 � min -.188 3 -07 2 -0 -003 2 -.02 2 <br /> + + 3 es 4 47 4 max� .935 2 .044 9 .028 A02 3 .017 3 116 1 <br /> 7 12D+Di+W+QSLh 90 Yes y 1 12 5 1 6 1 9 .5 min -.1 3 -.06 -.0 -. -. - 3 4 <br /> + i+ i+ es � 5 49 ' 5 max .932 2 .074 9 .023 6 .002 3 .067 11 .192 2 <br /> g i2�+oi+w+os�n�2io> ves Y 1 12 5 1 7 1 S min -.1 3 -.OS - - -. 8 -.1 1 4 <br /> � 12D+Di+Wi+0.51v 210) es Y 1 12 5 1 7 1 10 .5 51 M6 1 max 1.07 A �454 .01 4 A79 3 .115 1 <br /> �� 12D+Di�W�O 5Lh(330) es Y 1 12 5 1 8 1 9 .S mi -1 -1. -17 -. 1 ' 11 '1 <br /> � 1.2D+Di+1M a O.SLv(330) es y � i 53 2 max 1.156 2 -A28 1 � A24 4 .003 2 A58 2 235 2 <br /> 54 min -327 3 -.112 4 -. 8 1 -.002 3 --00 11 -2 7 3 <br /> 55 m x 1.15 . 2 . 44 3 . 0 - 3 3 <br /> -33 -. 4 5 - - -1 <br /> Envelove Member Secfion Forces 57 4 max 1 162 2 074 8 081 3 003 2 -A03 6 091 2 <br /> r � i c h u k- 58 min -.337 3 -. 11 3 -.076 2 -.0 2 3 -.036 1 -.069 <br /> t M1 1 max .5 A1 . 47 . 02 6 A 2 A 5 x 1.1 .1 3 8 3 0 0 1 4 <br /> - -� - <br /> 3 2 max .514 6 ' A23 5 028 6 A02 6 026 2 .03 3 61 M7 1 max 892 2 .576 2 373 1 .002 4 241 3 .136 1 <br /> 4 min -07 3 -.033 8 - 0 -.054 -.03 2 min -.11 -.934 -.0 3 4 -.Ot 1 -. 4 2 -.134 4 <br /> 5 3 max .519 6 .031 5 A09 6 .002 6 0 4 .031 7 � 63 2 max .821 2 .11 2 0 9 .007 .112 3 .399 1 <br /> i - � - - � - <br /> 7 4 max 523 6 .038 5 -.001 10 .002 6 029 5 038 2 65 3.max 829 2 .717 2 A03 3 .007 2 .033 3 201 1 <br /> 8 min -. 78 3 -Ot 2 -.01 0 -.025 2 - 5 66 min -. 18 3 -.071 3 -.08 2 -.001 3 -.016 1 -.0 4 <br /> 9 5 max .528 6 ' .068 11 -.001 10 .002 6 .053 � S .036 2 67 4 max .838 2 125 2 A08 3 A07 2 044 2 .06 3 <br /> 11 1 m 9 1 0 - 69 5 max .847 2 .132 2 013 3 007 2 .06 2 134 3 <br /> i _ - - - - 70 min -. 4 3 -.057 3 -.122 -. 1 3 -.087 -.30 <br /> 13 2 max 282 6 .019 5 .023 6 0 2 .029 �� 2 ' .01 11 71 MS 1 max .498 2 .023 2 .039 2 .001 1 .081 3 .002 5 <br /> 15 max A 6 5 . 1 0 004 6 1 73 2 max .509 .03 .029 2 .001 1 039 3 .018 9 <br /> 74 min -. 7 - 3 -07 -. 8 <br /> 17 4 max 307 6 037 11 0 10 0 2 038 5 A1 2 75 3 max .52 2 .038 2 .018 2 .001 1 0 3 .04 3 <br /> �g 5 01 77 4 max .531 2 .045 2 007 2 .001 1 038 2 057 3 <br /> n - 4 5 -021 3 -.0 3 0 -.036 -. 4 <br /> 21 M3 1 max 328 2 .009 5 024 1 0 6 O58 2 .028 5 79 5 max .542 2 .067 8 0 12 .001 1 091 2 .061 3 <br /> Bp min -.044 5 -.014 -.015 0 4 - 9 3 -.174 <br /> 1 . 1 . 1 81 M9 1 max 231 2 .008 2 .025 4 0 3 .056 3 -.009 6 <br /> 4 min -.04 3 -.041 8 0 10 0 1 -.028 5 -. 6 2 82 min -.0 8 5 -. 6 9 11 0 -.066 -.0 8 <br /> � 25 3 max .306 � 2 .023 5 .002 � 1 0 6 .003 2 .026 1 83 2 max 24 � 2 .016 2 � A13 2 0 3 .035 3 .007 9 <br /> i - &4 mi -02 5 -.036 9 0 11 0 -.0 6 -017 1 <br /> 27 4 max 95 2 .035 11 .0 2 3 0 6 .0 5 • 6 . 25 2 <br /> RISA3D Version 11 AA [Y-.\._1_.\_.\...\Structural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Pa9e 25 RISA3D Version 11.OA [Y:\_.1...1...\...\StructurallRlSA\rev 1\handrail-10104030-Rev 1.r3d] Page 26 <br />