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f ^ <br /> , <br /> � <br />� (S Be�701h7All /�y. .t j! /� (� <br /> Mst�s�m ISs3 �l�V � N� t�! t e�i�tU�-�'�-- l t/ �� 1 T+/'��/�/Cf'7�--� ,{J , t 1(� <br /> t./�fV� 2:3 <br /> 1 of l <br /> Member Data �/k� � <br /> Desc�ipdat:STAIR WlNDOMV Me�er Type:Be�n Appicatiwt:FtDor <br /> 511L HEADER-CARRYS WDW WGHT Top Laterai Brat:ing:Coniinuous <br /> Sottom La6erai&acirtg:Continuous <br /> Stat�ard Load: Moish�re Condition:Dry Buiding Code:IBC/IRC <br /> Live Load: 0 PLF � defled'an Criteria: V360 live,l/240 tote! <br /> Dead Load: 50 PLF Deck Cw�nedion:Naied Member Wfeight: $.0 PLF <br /> Filen�ne:Beam1 <br /> . <br /> �_�.�-�,ti���t---t,�r'�� I �' =��z-� ��r7.�C r_�� �_���r t/� �,��<.._f ��-� t=�f� �->—t <<� �� <br /> � Y ��. � � <br /> � � ��__ c.� <br /> ;,���� ,�., ,�.�.�_� � ���_�°= t <br /> $ , o <br /> m� . � <br /> a � o <br /> Bearings and Reactior� / <br /> tnput Mn l .tirav[ty Gravity <br /> Locatbn 7ype AAaderial Length tiequired Readbn l�iHt � <br /> t 0' 0.a00' Wall Steel WA 1.500" 239lf — <br /> 2 8' 1.00Q" Wail Steei WA 1.500' 23 — T <br /> Maxinun Load Case Reactions <br /> u.a ro,Wpr�pdd e.a(o.r.e.aq b�� <br /> Da�d . <br /> t z3sE <br /> 2 236/ <br /> DPS�t 5�r1S <br /> 8' 2750' <br /> Product: 5112 x 6 Rosboro Glutam Arch 1 ply PASSES DESIGN CHECKS <br /> Mninum 1.50"b��equked at b�'e�g�1 <br /> Nfnlrraim 1.60"bearin9�eWufred at bwing�!2 <br /> Design ass�anes contimmus lateral brac�g abng the top chond. <br /> Design assumes cantlnuous labrat bracing alo�the botbom chord. <br /> AllOwable Stress Design � <br /> /�htal ANorrabfe � Capacity Loca�ion Loadir�y <br /> Positive Momerrt 49t.� 5940.� 8% 4.04' Total Load D <br /> Shear 21Q.# • 5247.� 3°ib -0.06' Total Load D <br /> TL Defledion 0_0336" 0.4115" U9�9+ 4,04' Totat Load D+L <br /> conra: Posalve hk,ment <br /> DOta: Ure--t00X Snov�li5% Roo�1259E WYd=1B07G <br /> _� 1 83� rza t��l e.y��'�° <br /> � - LpG ��. 9�5 �a. � � <br /> � �— .Y�ct��� �5 � S�r�l.trs J 3 <br /> � � � <br /> 1 <br /> � -�� �� <br /> ,v-�.�r' <br /> lJ <br /> �� C � �� S d�� " <br /> li�,�,ti -�� �fl ST'c��/' C.✓5,�� , �a�.�.r. <br /> � , ,Q . <br /> :�`��. <br /> ���- �-�d'� ( - ( 3 - �� f <br />