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IIIRISA ' <br /> ompany : Engineers Northwest Apr 13,2022 <br /> esigner markn 11:21 AM <br /> b Number l- 1 Checked 8y:/ <br /> ode[Name <br /> m - refif if <br /> Hot Rolled Steel Section Sets <br /> Labgl Shade- T Tune _._.�- esi n L,i t__ �_.. .. Mate6a.1, __ �Des:gn,Rutes� in2j ( 4. ?Q?_ ` 4Q•1 <br /> r..M____._.F#ft1..A i _.!N_247C55 - __.._Beam_._.. .Wide #ante [Cal-I _�[6_2_.. 29.1 : �350_ <br /> 1_..J <br /> Hot Rolled Steel Qesi n Parameters <br /> _ co tap..-Lc . p.botK-out K-L►)_... . 01_ ct?_..:4r S'. +- <br /> r._..__�..__.... 54_5 . _n. 7.5- _? 2(3_......! ._..�._..W...__!_._.__-._ ___.._...�..--._._.._'..._— LieIl <br /> ra <br /> i 1 R1A_.a_. 2?_...w.. ..__.._._.._. <br /> Joint Loads and Enforced Displacements (BLC 3 : Em <br /> M_.._._.._._.-.�.-...._.C}ite ion_w..:.._�fyla9rtittdej(Ic�-ftt_.tin..ra (k I ive._._...._._, <br /> Acti <br /> ve <br /> N2 .---...... .._.._- <br /> Member Distributed Loads BLC 1: QL <br /> tNemk r Lab d �irectior?-_ SiBr Magnitude k...End PAa iLd.e k/r.TS c..Location ft°ls�..End 4�c iaonjft.°�-__._Ina ttV��� <br /> M 1 Y _ <br /> AC EVE <br /> -0 © <br /> : ._..s_.._._�._._. <br /> Member <br /> Distributed Loads BLC 2 : LL <br /> n, [ Di nrtude nd.fui�nit dejkt.,„Stan Qcationjft,W_E=r?d.E-Q t Aft <br /> ......._..Y_- _i...._.___......._ --._._.._.._...._____.._.._._ ..:___._._ .____l4 ve i <br /> Lead Corttbinations <br /> i 4ian Sol,PD-,$f�.,.BIC fact LC F F ct� ILG Fpct�.BLC F�..BLC.Eact..BLCrEast. I C Fact BtC Fa C LC -4 y. <br /> 1)D+ .7Ern Yes? i "� 1 ? 3 ;0.7 <br /> 1 ; 1 f 2 l0 75 3 5z5 <br /> i Yes! _.__ <br /> ± ± <br /> ' � <br /> Ce�velo e igloc�e Reactiat�s <br /> ------Node Ltaei...._ ___#__ _-__, .�kl- ___-_ C__ -__..._._. �.___... _ment k.1tj--__f____jo�C__.._- <br /> N1 1 max 40.32 1 11.7 -- -- _0--- j I <br /> 1 in i 0 � 3 7.4 ± - ; <br /> 17.78 ' <br /> 3 N2 , max 0 3 3 <br /> Q <br /> ± min Q ( 1 7.4 1 0 <br /> 4 <br /> 5 Totals: + max 40.32+--Y1 ` 35.52 _._.,.3 ' <br /> thin 0 I 3.� 14.$ !- _---- <br /> Envelo a Beam Deflections <br /> Labai......._..--- ..._.._._....._._.......... ..........I� kn ._....:i�._ Y ��r?� �_._ ..._. 01 �.-Ratio_--E_ _. __�G._.._.__.........I <br /> 1 1 min ' 29.6 I— -4 2a6 1 �� <br /> Envelo e Maximurm Member Section Forces <br /> hhember aliki tg ft LC -Sh r k, ft .m ni k-f.U.-..--.. L c f LC <br /> Ct.32 58.2 1 '17.76 ± 0 3 0 59,2 l 1 <br /> _ min] 0 0 1 3 _ -17.76 � 62.8a8 i 29 6 f 3 <br /> 0184.r2d� Page <br /> RIBA-2D Version 19.0.0 IQA2020 Files1200590001SegaleF2 <br />