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, GLENDALE COVE F �+-?G�-I,l <br /> a�',�.�:;��.`..���� i?:p C)am <br /> ° 1 a I"( <br /> 'n'c�fte:xrn��:.5 r�t;tk3 <br /> kanl�c:jm i�m,nnr-7 r�:f};!4a <br /> -�v�j}L{'I't;354[.Z,30a1�RIL.'{�{te <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: IBC/IRC <br /> Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 6.6 PLF <br /> Filename: KYB16 <br /> Other Loads <br /> Type 7rib. dther Oead <br /> (Description) Side Bc�gin End Width StaR End Start End Category <br /> Replacement Uniform(PSF) Top 0` 0.00" 6' 0.(1(}" 2` CY.Dt}" 40 1 T Snow ' <br /> Additlonal Uniform(PSF) Top 0' 0.00" 6' D.Op" 2' 0.00" 40 15 Live <br /> Additional Uniform PLFI To 0' 0.00" 6' tl.t?Q" 0 1U0 Live ' <br /> T '1` <br /> sao <br /> f3� 2 <br /> sao <br /> Bearings and Reactions <br /> lnpi�t Min Gravity Gravity <br /> Location Type Material l.ength RQquired Reaction U�aliK <br /> 1 4' f�.p�Sp" Wali WA N1A 1.�t3p" 893# -- <br /> Z 6' 0.000" Wall N!A N/t� 1.5t70" 893# -- <br /> Maximum Load Case Reactians <br /> Uaed forepplying poi�:foetls(crline loads}lo carryinfl mom6a�s <br /> Live Snow D�ad <br /> 1 246# 246# 524tt <br /> 2 24fi# 246# 5��i# <br /> DG'StgC15{3at1S <br /> tia� i �sa- <br /> Product: 1-3/4 x 7-1/4 x 2.OE PW LVL 2 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 18d common nails at 120"oc <br /> Minimum 1.50"bearing required at bearing#1 <br /> Minimum 1.50"bearing required at bearing#2 <br /> Design assumes continuous laterat bracing along the top chord. <br /> No lateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowable Capacity Locatian Loading <br /> Positive Moment 1372.'t� 1qt�75'# 93°l� 3' Total Load D+p,75(L+S) <br /> Shear 717.# 55�tA.# 12%� -O.Ofi' Total Load D+0.75(L+S) <br /> TL Deflectlon O,q42q"' Q.3073" L/999+ 3' Total Load D+0.75(L+S) <br /> LL DeBection Q.4173" Q.2049" E.19�39+ 3' Total Load 0.75 L+S <br /> Control: TL Deflection <br /> OOLs: Live=10Q% Sn�w=115°lo Roof=125°/a Wind=160% <br /> �sn:�a��:,�:,;,.,3�p��3�d i,,7oH�„�,«u;;a•�s��s��<i,,,a aw-���i< LISA D�ARHAIVIEFi <br /> �lEEKES�t7R�ST PR{��UCTSt <br /> co�y���i :�ni�nyy ,aa�,si�,�:: c�mFA a c k: -��� r<c Fa E- 260iJ CC3NlCJAV� <br /> •� 3 . wh�n me v 3st,aae� a g � ta,vn or ih s d�a ng .s a €e Qe�Q t - io�t ds t�xd.�g '� 11 rs a�o Suena lisi d r t�.ffihgei <br /> '?i �7e,.�ri r.aei ne o�v?ewa3 ty a vE:ol'�tFed A _9ra•d�,qY pchr.:a�e nl ns iaa,ul�etl#a�a�ror,.�+a€ 5 Se:,f�rs as.,,m,..prcdaci l,vsU.€ai cn ,ncin3any le>thm m�3�uia<.Pwro�s s�a_:(teations .,C.s"�'��15�..��..,�l�5J���i <br />