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A <br /> Company �. Velocdel.Inc. June 18,2015 Company : Velocilel,Inc. June 18,2015 <br /> Designer �. Alex Bragg 9:51 AM Desgner : Alex Bragg 9�.57 AM <br /> Job Number : 10104030 Watertank Handrail-Revision#1 Checked By Neal Turbow Job Number : 10104030 Watertank Handrail-Revision#i Checked By:Neal Turbow <br /> F��a���a Mamber Section Forces(Continuedl c � „o a�c��z�hi��ans�•i RFD Steel Code Checks�Continuedl <br /> _ _ _ __ o h h .. o._._.. hi'Pn hi'Pn..hi' h'_ . n <br /> 1111 M116A 1 max .675 3 .015 11 . 08 5 T 0 1 0 1 0 1 � 34 M34r LZx x6 301 ��� .060��5- 2 39. 75 44.388 .gQ$ .�q�1 H24 <br /> 1112 min -.8 5 . 5 3 -.012 2 0 1 0 1 0 35 M35 12x2x6� .585 3-- 2 .043�-5�� 3 39A75 �a<.3sa .g25 2.1411 H2-i <br /> 1113 2 max .67 3 007 11 .004 5 0 1 .006 11 .003 � 3 3.. 3.i.. 3 .0 aa388 H2-� <br /> 1114 min -.83 5 2 3 - 2 0 1 -.002 1 -.006 2 37 M37 L2x2x6 270 0 2 .040�.5- 2 39.075 <a.3ae .g25 2.141'1'Hz-i <br /> 1115 3 max .665 3 0 1 0 1 0 1 � A08 11 .003 3 38 M38 x2x .293 0 2 .040��5�� 2 39.075 <4.388 .925 .14 1 HZ-� <br /> 1116 min -833 5 0 1 0 1 0 1 -.002 1 - 8 2 39 M39 L2x2x6 247 3�� 5 .0373-�- 5 39.075 44388'�_gz5 .�q�� H2-i <br /> 11 7 a 3 1 1 .0 1 0 ' 4 9 3.. 375.. . 44388 g H2-1 <br /> i 7 1 - - 41 M41 2.75x.3_. A87 5- 4 .015 0 6 .527 33ai3 .261 1.914-. �-� <br /> 1119 5 max .655 3 .005 . 3 .012 1 0 1 0 1 0 1 4 M42 275x.3... .7 4 .0195.s.. 5 ,5 7 33.413 , 6� �.g�4._ �-i <br /> 1120 min -.833 -.015 1 -.008 5 0 0 1 0 1 43 M43 Z_�sz.3... 723 0 4 .010 0 - 4 .527 s3.at3 .261 1.914-� �-�a <br /> 1121� M117B 1 max S47 � 3 A1 11 .011 3 0 1 0 1 1 44 2,75z.3... 4 75.e.. 7 3a.a�3 1 4�- �-� <br /> 11 min 1 - 45 M45 2.75x.3... .604 0 4 Al2 0 3 .527 33413 261 1.914... 1-1 <br /> 1123 2 max� .546 3 .007 11 .005 3 0 1 .006 9 .002 3 46 M46 Z_�Sx3... .515 4 .007 0 4 .527 33.a�3 2 1 1.914-- �-� <br /> 1124 min -]42 -.002 1 -.00 0 -.002 1 -.006 12 47 M47 2.75x.3... 273 0 4 A43 0 3 527 33ais�261 1.914�.- �-� <br /> 112 8 2.75x.3... .9.. 33.413 1 4... 1-7 <br /> 1 - - 49 M49 2.75z.3... .501 0 2 .0375.s- 4 �527 �33ai3��261 1.914-. �-t <br /> 1127 4 max 544 3 002 2 005 5 0 1 006 9 002 3 50 M50 z.�5x.3... 546 0 2 . 7 0 5 .52 33.413 .261 1.9 4 �-� <br /> 1128 m'n -]42 -.007 12 -.005 3 1 - 1 - 51 M51 2.�sx.3._ .633 0 2 .011 s.s..� 3 .527 33.ai3 261�1.914... �-� <br /> 1129 5 max .543 3 A05 2 .009 5 0 1 0 1 0 1 5 MS 275x.3... ] 0 2 .008 0 2 .5 7 33.<�3 261 1.914.-� �-� <br /> _, � 53 M53 2.7sx.3... .678 0 2 A15�0 �2 .527 33.ai3 261 �1.914� �-� <br /> - - Sq .75z.3... 0 30 0 7 33.413 . 61 1. 14... 1-1 <br /> 55 M55 2]5x.3._ .406 0 5 . 095.9.. 3' .527 !33413,. 61 1.9143 �-� <br /> Envelone AISC 13th(360-051•LRFD Steel ode Ghecks M 2.75x.3... 5 . 7 5.9.. 27 33 413 . 61 1 9 4 �-1 <br /> 57 ' M57 2.75x.3._ 74 0 5 �A065.9_ 2 S27 33.473 261 1.914-. 1-1 <br /> Mem r ....... i'Pn hi' n . ` . hi'... _ 275x.3... 1 5.9.. 7 27 33.473 261 . 14... 1-1 <br /> 1 M1 �25x2_.. .167 0 6 .Ott.0 z6 12A51 36.556 1.1142.476...H2-1 59 M59 2.75x.3_. .552 0 6 .006s9-�� �2 _-527 33ai3 .261�1.914.- �-� <br /> 2 2 �.s�.... 118 s.. 5 .006 s.9.. ... 12. 51 as.sss 1.114 .537 3 HZ-� M60 + <br /> 3 t2.5�.... 1 3 .OW 1 .0 1 '38.556 .114 . 3 �- H2-1� .75x.3... .312 5.. 4 .015 0 .527 33.413�261 1.914... 1-1 <br /> .5,¢.... s_ � 3a.sss 4 ._H2-i 6 M 1 s.sx.s�s .11 3 6 960 3 5�� .82 �.ss.ezs'.52 7. 571 �-� <br /> 5 M5 L2Sx2.... 232 5- 2 �.022 0 22 12.051 38556�1.1142.537'...�H2-1 S.Sx.375 4 4 . 3.9.. .82 %.825 � 1-1 <br /> M6 .5�.... .4 9 . .193 0 2 1 .051 38.556 1.114 .378..-H2-1 �y M65 S.Sx.375 004 �3�5 .001 1.5 7�66.825..'.66.825 S22��7.657 1 �-� <br /> ... 3 .124.937 1 12A51 38.5561.11425373�H2-1, � 5 .001 3 7 66.825 �.825 .5227.6571 �-� <br /> 7 M7 L2.5z2._. .542 6 SSx.375 0 7 6 .8 .66.825�. .7. 571 �-� <br /> .5�.... 5.9.. � 38.556 .1 4 ._H2-1 S.Sx.375 p 4.. 1 .4.. 7 66.825 5 5 1-1 <br /> 9 M9 �.5�..- .117 5- 2 006 0 9 12A51 3e.556��1.1142A72...�Hz-�� 67 ' M68 s.sx3�5 .123 1 3 231�a.. 3'66.825 �..ae.e25...522 7.6571 �-� <br /> 10 M1 sx2.... 090 5.. 3 .008 s.e..z 3 12.051 38 556 1.114 .406...H2-1 <br /> 11 M11 L2.5�.._ 206 5.. 3 A0659.. ... 12.051 �3e55s�1.1142.371:...H2-� 68 M69 s.sx.375 ] 7 � 371 3 66.825 66.825 .522 7.6571 �-� <br /> .5�.... 5.. 51 38.556 � ...H2-1 69 M70 S.Sx.375 .OW 5.. 3 .001 1 S�. 7�66.825 66.825 .522 7.657 1 �-� <br /> 13 M13 L25�_.. 5 7 1.. 4 1405.9.. 3 1 . 51 '�38.556'1.1142 1...�H2-i'� 7 S.Sx.375 A 7 5.. 1 1. 7 66.82 65.825 5 7 1 �'� <br /> 4 .sx2.._ 5.. , 5.9_ 3 3a.55s . 4 4...H2-1 <br /> 7� M72 5.5x.375 .005 � 3 .001 LS �7 66.825 s6.e25 .52217.6571 �-� <br /> 15 � M15 �2.s�z.- 235 0�3 .005 0 ... 12A51 sasss�1.1142256' ....H2-�� 72 M73 s.sx.375 .005 0 1 .001 .a.. 7 66.825 �.a25 .522 7.6571 �-� <br /> .5�.... 5.. 5.9.. � 38.556 � 5 _.H2-1 73 M74 .S.Sx.375 .063 4�� 3 .097 4- 2�.66.825 ��66825 S22 7657hN�-� <br /> 7 L25z2._ � 5_ � 38556 .�HLi' S.Sx.375 .5.. 66825 �6 1-7 <br /> 11 4 1 5 <br /> L2.5#.... 4 5.. . 5.9.. . � 38556 . � q 75 M76 S.Sx375 .010 -�1 .001�1.5� 7�66.825 66.825 522 7.6571 �-�a <br /> H2-� 76 M77 5.5x.375 027 1 .074 <.. 66.825 �.g25 .522 .6571 �-i <br /> 19 M19 L25x2_.. 274 5- 6 .07359.. 3 12.051 38556�1.1142.424�-'H2-1, 77 M78 S.Sxs75 .005 �� 1 .001 1.5 7 66.825 66.825 .522 7.6571 1-� . <br /> .S�Q_.. .. . 5.9.. 1 38.556 1 14 ...H2-1 <br /> S.Sx.375 68 825 7-1 <br /> 1 � M 1 x2x6 . 4 3- 5 0 �.5.. 6 39.075 'aa.3sa .9 � .141.1 HZ-� 79 M80 s.sx.3�5 �007 0 5 �.001 0 7.66.825 .6sa25 .522 7.6571 �-� <br /> 3.. .1.. 7 44.388 141 1 Hz'� M� IPE 2.0 . 0 1 .6.. 13. 11 3 .13 1. 7 1. 7 ... 1-1 <br /> 23 M23 L2x2x6 229 3.. 3 .048�.5.. 4�39.075 <a.3ea .925 .1411�H2-t 81 M107 IPE_2.5 ]26 �.. 3 .083ze2 2 23296 so.7�5 3.5963.596.- �-t <br /> 24 M 4 L2x2x6 . 45 3.. 3 .040�.5.. 4 39.075 aa.3s8 .925 .1411 H2-i IPE 2.0 �.. 6.. 1 1. <br /> 7-1 <br /> 5 . 4 3_ �.5.. 4 3 5 ���.aa.3sa .9 .1411 HZ-� z. 5 .084�.s2 3 23296 so.7i5 3.59fi3.596... �-� <br /> 3.. 1.5.. 90 5 44.388 . 1 11 Hz-� 83 M110 IPE_25 ]25 <br /> � 3 051�s 3 39075 4asea 925'2�ai� Nz-� M111 iPE 2.0 506 3 .068 .6.. 13.511 32.13 1.8721.872... t-t <br /> 27 M27 L2x2x6 .360 - 85 M�12 iPE 2.0 .506 <.. 3 .095 6.. 3.13.511 '32 13�1.872 1.872... 7-� <br /> 8 M28 L2x2x6 651 3.. 3 .064 i.5.z 3 39.075 sa.aas .925 .141 1 Hz-i <br /> x 4 a. 7 �s- 3 075 �aa sea 141 1 Hz� � 113 IPE 2.0 z. 5 . �.. 13 511 32.13 1.87 1.872... t-� <br /> 3.t.. aa.38a H2-7 87 M114 iPE_2.o 229 a..�6 A25 6.. 6 13.511 32.13 1.8721.872.- �-� <br /> 88 M115 iPE 2.5 53 �.. 3 .044 .s2 5 23296 so.�u 3.5963.5 .- �-� <br /> � 31 M31 L2x2z6 224 �.. 3 A23�.5.. '3 39.075 44.388�,.925 Z.141�1.H2-1 89 M119 iPE 2.0 .177 3.. 2 A23.se3 2 26521 32.13 1.8721.872.- �-� <br /> 3 x 247 3.. 3 1�.5.. 3 3 075 aa.saa 9 .141 1 Hz-� M126 s.sx.s�s .008 3 5 .001 3 7 66.825 �.a2s .5 2 6571 �-� <br /> 3 33 x .318 3.. .042�.5.. 3 39.07 a4.3ea .9 5 .141 1 H2-i <br /> RISA-3D Version 11.OA [Y:\._\...\..\._VStructural\RISA\rev 1\handrail-10104030-Rev 1.Bd] Page 45 RISA-3D Version 11.OA [Y�.\_\...\_.\...\StrucWral\RISA\rev 1\handrail-10104030-Rev 1.r3d] Page 46 <br />