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,� r GLENDALE COVE P 8-?6-11 ' <br /> �� <br /> , � w %.�� ` ���.: '�:�t}€tm <br /> � 4?�� <br /> Kr:yfic-am��.�3G(tik} <br /> krti€Ic�n Ei�_.ine 4.(�(Y1F <br /> ,l3�tcriul.c IYa4tk�sc iC21 <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Laterat Bracing: Continuous <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 16.2 PLF <br /> Filename: KYB16 <br /> C,�ther Loads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> AtldiGona(Uniform�PSFj Top 0' 0.00" 9' 6.00" 13' Q.OU'" 40 15 Live <br /> Addi�ic�nal Ur��forrn PLF' To 0' 0.00" 9' 6.00" 0 200 Live <br /> 9 6 0 <br /> � � <br /> 9 6 0 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material length Requirr�d Reaction Uplift <br /> 1 0' O.00tt" Wall N/A WA 1.50t�" 4756# -- <br /> 2 9' 6.000" Wall N/A WA 1.500" 4756# -. <br /> Maximum Load Case Reactions <br /> „sed foraaCii�rv7 G��inl la3r.s(cr'.i,7e IeaQsj to c.sr�y�r.g mE3�ntw.�s <br /> LiVe Deaatf <br /> 1 2701# 2056tt <br /> 2 2Tf�tdt 2Q56tf <br /> Design spans <br /> 9' 7.750" <br /> Product: 1-3/4 x 11-7/8 x 2.OE PW LVL 3 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 16d common nails at 12.a"oc <br /> NOTE:Nails must be applied from both sides <br /> Minimum 1.50"bearing required at bearing#1 <br /> Minimum 1.50"bearing required at bearing#2 <br /> Design assumes continuous lateral braang along the top chord. <br /> No lateral bracing required along the bottom chord. <br /> Allowable Stress C}esign <br /> Actual Aliawable Capacity locatian Laading <br /> PpsiUve Ntomeni 11P�7tJ.'# 33220.'# 3A°lo A.75' Tatal Laad D+L <br /> Shear 378Q.# 11845.t# 31°fa 8.61' 7otal l,oad D+� <br /> ��� TL DeHec6on 0,13'f1"' C}.4823"' 1.188� 4.75' Tatal�.oad C1+1. <br /> l.L DeRectaon 0.074Q" d.3215" L/999+ r4.75` TUtal�aad L <br /> Control: Positive Mament <br /> DOLs: Live=100% Snow=115�a Roof=125`Yo Wind=160% <br /> Design assumes a rapetitive meattber use increase in bending stress: 4% <br /> n:M�9�u,.t r„3�„�s��f�m:-::�r.s nrinmir�s��tRY6:;,,,,3� L.ISA C�E/�RI-€AI1rtER <br /> WEEKES FC�REST Pft�JDUC"CS1 <br /> a �c zc 3�� � n g�„a7«c�mamrv�n�a.i r��cFrra n�s�r�ee 2600�C71�t1C}AL'E <br /> `f=ys ,g� 4a� . 7i n k� ii � '�d t m r;'ate;atx�w.v tFis arew��p meF33n eppf et e dee3an<nte.� inr t. 1 'a i�� i� i 3� a �rci par s i�t €� h'ii .�+.y �y hE� M1��,f .(/�p <br /> "t�a i a �g.i m:�3 a ., �[svrct�3�.�. diltt€�f<.u.1 i3,<r.,rdes Qf t�"�#9Sa_�ne:�S tE9U:tad ioraPPVYe� h o tlAx:gn SR.,UmtlC�pmduCf if15(ai�Rtlor a�caxl3��r tha lfnclu'�3� ,fWc fl.;Atr�>n^ J 1 T�t'lGJ��IYiEY��E VG <br />