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GLENDALE COVE I F .R-26-i3 <br /> V�(�;� 4::°dam <br /> J <br /> lafl <br /> ��,t�a���cz�xz� <br /> ��:����,�r�,,;���:�.c��2�� <br /> +,�������a;n�rx.��_�z: <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateral Bracing: Continuous <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBClIRC <br /> Live Load: 40 PLF Deflection Criteria: U360 live, U240 total <br /> ' Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 8.6 PLF <br /> Filename: KYB16 <br /> OtherLoads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End Width StaR End StaR End Category <br /> Additional Uniform(PSF) Top 0' 0.00" 6" 6.00" 13' 0.00" 40 15 Live <br /> Additional Uniform PLF) To 0' 0.00" 6' 6.00" 0 1 DO Live <br /> T� '(` <br /> `� sso <br /> O G3 <br /> 6 6 0 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 0' 0.000" Wall WA WA 1.500" 2920# -- <br /> 2 6' 6.000" Wall t�UA WA 1.500" 2920# -- <br /> Maximum Load Case Reactions <br /> i:.x=.x1(nr anpip4n3 p:q:nt:Outi<(nrl�..ne=aa¢<;�n:,enyin¢ma^�n&F <br /> �9Y6' QBBC� <br /> 1 tH69# 1059# <br /> 2 1861# 7059# <br /> Design spans <br /> 6' 7.750" <br /> Product: 1-3/4 x 9-1/2 x 2.OE PW LVL 2 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 16d common nails at 12.0"oc <br /> Minimum 1.50"bearing required at bearing#1 <br /> Minimum 1.50"bearing required at bearing#2 <br /> Design assumes continuous lateral bracing along the top chord. <br /> No lateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowable Capacity Location Loading <br /> Positive Moment 4851.'# 14251.Yk 34% 3.25' Total Load D+L <br /> Shear 2224.# 6318.# 35% -0.06' Total Load D+L <br /> TL Deflection 0.0771" 0.3323" L/999+ 3.25' Total Load D+L <br /> LL Deflection 0.0491" 0.2215" L/999+ 3.25' Total Load L <br /> Control: Shear <br /> DOLs: Live=140% Snow=115% Roof=125% WInd=160% <br /> an,�:�,�:�s-:�a�Ea��+eR,t:���o�,nz������u•,p��Na LISAUEARFfAM�R <br /> WEEKES FQt2EST PRODUCTSI <br /> c„�an:�e�zeisrr � � aT cam�a�y� n€i ai Hrsaf_sEri.�c.7 2&fl0 Ct`7CtAC�Aj1E <br /> "1'a�c �s il.r h<.:ins e �e�.f�aor�a�s3�san � 1 ,�iu.h ,Ef.� dix�.g... .s ep>I-.at�iE..t�3ai� �i eriu far d . -�.3 S:t� 9�a I��.tn h s�.eet �.,t <br /> '1'hed.,F�r�m.v..1 ie-�.c.N��3il��ra ..a:..iedde�igre•ordesy��mi_,s:onsias�ea:�ircdt_.aparcva; _�_is 3•s�grs3su_.,aspm�uct natululin� ,icrzfir�lo,a 3.3efact� . _ .:�.����:nr�s �T����..�fVfN�J�J�{�� <br />