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<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 Deflection Criteria: U240 live, U180 total
<br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF
<br /> Filename: KY616
<br /> Other Loads
<br /> Type 7rib. Other Dead
<br /> (Descriptian) Side Begin End Width StaR End Start End GaCegory
<br /> Additionat Uniform PSF To d' 0.00" 5' 0.00" 5' �.Op" 40 17 Snow '
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<br /> Bearings and Reactions
<br /> Input Min G�avity Caravity
<br /> �ocation Type Material Length Required Reaction tlplift
<br /> 1 Q" 0.000" Wall WA N!A 1.5qp" 9d2# --
<br /> 2 5` O.00L�" WaBI WA N/A 1.500" 9C�2# ..
<br /> Maximum Load Case Reactions
<br /> Uee�foravPlNng point loeds(or lina loeds)tn csr�ing m�m�ors
<br /> 5now Dead
<br /> 1 fi23f# 279#
<br /> 2 fi23# 279#
<br /> Design spans
<br /> 5� t.75C7.,
<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 laterai bracing along the top chord.
<br /> No lateral bracing required along the bottom chord.
<br /> Allowable Stress�esign
<br /> Acival Atlowable Capacity Locatian Laading
<br /> Positive AAan�ent 1160'# 1QQfi5'� 11% 2.5' To@al�ffad D+S
<br /> Shear 69K�.# 5544.# 12°l0 •0.06' Totai LoaB D��'a
<br /> TL DeFlection O.Q2A9" 0.3�131'" Ll999+ 2 5' Total Load p+S
<br /> LL DeflBcGon 0.0172" 0.2573" L1999+ 2.5' Totak Loac3 S
<br /> Control: Shear
<br /> �OLs; Live=100% Snow=11S% Roof=125% Wind=160%
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<br /> W�E4�ES FOR�ST PRC3C�UCTS1
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