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GLF.NDALE COVE C � },-�tz-13 <br /> �� ..,��� jt).)�%�rri <br /> „ I ot"i <br /> t�^vt�r:un r..:�+'�t�l <br /> �.kai�xl�ie+ayi�rl:�tk;'rne3f�..'£ <br /> ,b9�aiters:tt�l>ak.t9ri•�:t-3.t <br /> Member Data <br /> Descrtption: Member Type: Beam Application: Roof <br /> Top Lateral Bracing: Continuous Slope: 0.00/ 12 <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Conditfon: Dry Building Code: IBC/IRC <br /> Snow Load: 42 PLF Deflection Criteria: L/240 live, U190 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 8.6 PLF <br /> Filename: KYB16 <br /> Other Loads <br /> Type Trib. Other Dead <br /> (Description) 3ide Begin End Width Start End Start End Categary <br /> ' Re Iacement Uniform PSF) To 0' 0.00" 6' 6.00" 20' 6.00" 40 17 Sriow <br /> T � <br /> sso <br /> O c� <br /> 6 6 0 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Upiift <br /> 1 0' 0.000" Wall N/A N/A 1.500'" 3911# -- <br /> 2 6' 6.000" Wall N!A N/A 1.5Q0" 3917# -- <br /> Maximum Load Case Reactions <br /> li_:t:9 roi t3pVlyin<<pctnl€acCs ic:ri:ntq iozn�Fs;tn�nYr.��.�yv�;nrr�nMwx <br /> Snow Oead <br /> 1 272Sat 1187# <br /> 2 2725# 7187# <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 naifs 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 Aliowable Capacity Lacation Lnadi�g <br /> Positive Moment 8499.°tt 163II$:�# 39°la 3.25 Tatai toad O+S <br /> Shear 298Q.� 7265.# 41°/p -O.C?6' 7aka1 l.aad D+S <br /> TL Deflection 0.1Q33" 0.4431" Lf772 3.25' Total La�d D+S <br /> LL Oeflecdon O.p720" Q.3323" Lt999+ 3.25' Total Load S <br /> Control: Shear <br /> DOLs: Live=10Q°k Snow=115% Root=125% Wind=160°/a <br /> AG yac�uut o�mna mra I�des",c�rxs oi+ne:�recpac€Wa owr�a�s �..�.�sA{.��A}��„��Ct��.� <br /> WEEKES FQREST F'RC�t�l1CT51 <br /> co�nyr,<< ass r x o 3ra;�r a � �s i o nt� F�.r kr E� 260Q f:C}MC}AVE <br /> ••Pa >'�g zi,na3:aea7 ay v,/r.tm ttta xmbsr.fiav .�t�zEds��hmvn on:hia aeaw�y n� .e-{,(E €-�d�..,�-cn,riaa's firrLa�'tls.;a�3a'rq Cttnd4f�xs and u[;srn fixted o�thFs 3'oevt <br /> Tr�aesi�rE•�zustr�e reaaw�eJ bya 9uallied de t�,ncroaan,aJ V.,ftis>iv�el as�squ;ad��rnl.pro.�s'�. :�.,,lrs.,�;:��rsn. ;�cr�±�^.rnate.letion ecsortiing trz tne manu�actu�ei s s,�ec!Rc�hcns r`JT���L;��1�7�J1�� <br />