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KDC Aic�A��cis 6 E.nq��er_�a �rolA.�?�ue <br /> Eng��eer PfO�P��'� <br /> usmg the'Semngs'menu drm Pru��U Oeccr <br /> anA t�en using I�e'PnnUnq fi <br /> Title Biai.'selxt�on <br /> TiIIeBI�dLinef, . _ . . r. . ..;r .� ::�.0 <br /> _ _ _ _ . . [r- �ly...� ��,..p�t.�y� . NtF,t-I:,pe Rr1E��C � <br /> � StC@� CiO�UTfI f'nu� ur' iroa:9ue�acuiMvo�6�nx, <br /> � — <br /> Dr.scnpllon TopB�arn <br /> Code Relerences _ _.. _ __.-- -_-- <br /> Calculauons per AISC 36Q�10, IBC 2012, C6C 2013,ASCF 7-10 <br /> Load Combmatwns Used ASCE 7-02 <br /> General InfoimaUon ___. __ _ _ _ . - - <br /> Sleel Section Name L2-11YR2-1@a�116 Overall Cdumn He�ghi 12 80 e <br /> Anaiys�s IAeihod Allowahlr. Strenglh Tnp 8�otlom R��Iy Top 8 Bottom Pinned <br /> Steel Sire55 Giade Brace mndAionlo�tle9ecbon(�utVlwp�along cc'amns <br /> �y Sieeivreia 3GA �s x�Kf�dlh�a�is <br /> F FiasCcBenamgMoauius 2°,OOOOws� fu:ly�moeCeya�nslbuUl�ngelong%�xA.�s <br /> Loa�Comh�n,t�on ASCE i 02 v�vldepin�aR�s <br /> hny paceE ngamsl Duc46ng e'mg Y�v N�s <br /> AppI1L'd LOJdS - . ' '_ ' Servicr lo,�tic r�n;prwl 1 oatl f arlo,s+,�il kP aUPlie��u� �alr�i'alia�s <br /> Column setl we�gni mcludM 35 296'bs'Dead Load Factor <br /> AxiAL 10A0S <br /> Ar�a'�Load a1 1180 fl Xecc= 1000 m.Yecc= 1 000 m W=0 450� <br /> DCSIGN SUMMAHY ____ _ <br /> -Bending 8 Shear Check Results <br /> PASS �dd� �Vi21•BBndm9Slra55RaIi0 = 0.�065 1 M,u�mumiCRVICLIoa[Rfdnmrv, <br /> lmCComU�nanon �D�W�N lopaiongX�X 0.0079J0� <br /> t aa��on ni ma�aDow Dase 12 714 h Botlom alo�g x�)! 0 002970� <br /> vi ma���wm iow�on vawes are ToD'nlong Y Y 0 002930� <br /> p,� q„�i 0 AB9:S � aoBom aiong v-Y 0 002930�. <br /> �'v�Omega Auowa�le 19D71 4 <br /> hW. ApDlieE -003725k�h �.Ian�nm��5[RVICf1ae�D�'ilr�.bnn�. <br /> Mn-�i0me9a Niavabie 0J9574�h FbngV�Y �OOd428in T� 7474h abevebase <br /> �o�loadwmb�nahci WOnly <br /> n�a� nppiren -00J7251�h <br /> M11n�rrOmeyatdiowaDie 0795ZI�h tilonqY.�r �OOd428�n ai 7414A ahaebase <br /> �or iw�mm^�naom W Only <br /> PASS t�a��mum Snear Slress Fano- 0.000487 1 <br /> 1 oa�Conih�nn0o� �D�W�H <br /> Ircahonnlma�a�oreDase ��4 h <br /> AI i11d�ImJ11110GEdI VdIUPS di¢ <br /> va aoo��ro o oo2s30 � <br /> Vn�Omrga AnrnvaGie 6 063 4 <br /> Lo,iA Combinalion Resulls _ <br /> �1aKim m Ar�I� Bename Stre«R�tes t��K mun��Snmr Ra��os <br /> Load Combmation 'Stress Rabo Siatus �aation tiurss Rabo Siaws �ttan�,r� <br /> D Only 0 002 P:\SS (1 00 h 0 000 PASS 0 00 q <br /> �D�L�H 0.002 PASS OOOh OA00 PASS 0.00 't <br /> .p��i.H 0002 PASS OAOh OD00 PASS 000 h <br /> �D•S•H 0 002 PASS 0 00 h 0 000 PASS 0 00 it <br /> �D�07501i�O150L� 0002 PASS ODON 0000 PASS 0008 <br /> •0�/50l�0 7505•H 0 002 PASS 0 OU A 0 000 PASS 0 00 h <br /> .q.W.r1 0.107 PASS 12 71 A 0000 PASS 000 h <br /> .p�070E�M 0002 PASS O.ODn 0000 PASS OOO lt <br /> �D�O 750LrO 7501�0 750W�H 0 080 PASS 12 11 fl 0 000 PASS O OD h <br /> •D�0750;r�0750L�05750E•7i OA02 P4SS OOOA 0000 PASS 000 9 <br /> •D�0 750L�0 7505�0 750W�H O OAO PASS 12 71 h 0 000 PASS ODO fl <br /> •D�0750L�07505�05750E•H 0002 PASS oonn OOOU PASS 000 tt <br /> .d6pp.yy.H 0.10f pASS 1271h 0900 PASS OOOfl <br /> •060D�070E•+i 0001 PASS OOON 0000 PASS 090 h <br /> C� <br />