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GL6NUALECOVEA r� b-2G-13 <br /> �``* �.� ..� j<).«f�rt� <br /> � f oi'1 <br /> }iX4�1C1NtiY:4��L{�Y�7A( <br /> kmF3eamFitgice 4.fi€IZ5 <br /> Mau•rraL�7Yata2w.r.x E42S <br /> ' Member Data <br /> ' Description: Member Type: Beam Application: Roof <br /> Top Lateral Bracing: Continuous Slope: 0.00/ 12 <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Snow Load: 42 PLF Defiection Criteria: L/240 live, U180 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF <br /> Filename; KYB16 <br /> Other Loads <br /> Type Trib. C)ther Dead <br /> (Description) Side Begin End Width Start End StaR End Category <br /> Re IacementUniform(PSFI To 0' 0.00" 6' �a.00`° 'C�#' �I.QO° 40 17 5now <br /> T 1` <br /> 6 6 O <br /> Q � <br /> � � <br /> 6 6 O <br /> Bearings and Reactions <br /> Input Min Gravlty Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 0' 0.000" Wall WA N1�1 1.506" 2874# -- <br /> 2 6' 6.000" Wall WA NIA 1.500" 2ti74# -• <br /> Maximum Load Case Reactions <br /> Used Torapplying po�rtt foaae(orlirre loads)lo csrtying mamben <br /> Snow Dead <br /> 1 1881i� 813# <br /> 2 1861# 613# <br /> Design spans <br /> 6' 7J50"' <br /> Product: 1-3/4 x 7-1/4 x 2.OE PW LVL 2 ply PASSES DESIGN CHEGKS <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 /> Aflowable Stress Design <br /> Actuai AHpwable Capacity Locatio� Laading <br /> Positive Moment 4442.`# 14075.'# �4°io 3.25' Totai Laad D+S <br /> Shear 21$8.# 3544.# �9°l0 6.24' 7ptai Load D+S <br /> TL Deflection 0.1589" 0.4431" l/501 3.25" Tpiai Lqad D+S <br /> LL Deflection 0.1106" 0.33�3" L/721 3.25' Tpta!Laaci S <br /> Control: Positive Moment <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160°Jo <br /> Ait avd:�et namas au ire�oma+tss nf 1)reirmspec{ive nwlers („�cJ`{���A��a��'�. <br /> WEEKES FtIREST PF�C�[��3�T�i <br /> c�v�ona c :7 s:rs��„Rsoo sc�„q-nA c�,�e��+v:��ni i a;c.+-s HEsrrzvt r, 26ffQ CC7MC�AVE <br /> •.P,.s ..+Iz..'�.. , �xf.eri�h, a�at l�aem orpi�der,shs>wn¢n It=s 9ra+rr�rae a x;;yl'caais nss gr eniena t��u�¢s,Loeding C.ortdit�¢ns.artrf S�ana 1:sted cn L`-is sfioef <br /> P,e a x,gr��ma�t L_ro.sswr*�d:,y ..�� ".:S 9^��qnarordasi�n pm`:essiun7l as mqairea/o�a�pmval Th3s desiyn asscmee pnstlu¢t insUlleVlon aacnrziinp in tfia m.�n�,far,lurerv sp3r,rfraa�in;s-�'j"�'lA�j �N����,� <br />