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<br /> Mernber data
<br /> Descri�tion: 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, L/180 total
<br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 10.8 PLF
<br /> Filename: KYB16
<br /> Other Loads
<br /> Type Trib. Qthar Dead
<br /> (Description) Side Begin End Width Start End 5tart End Categary
<br /> Additional Uniform PSF To 0' 0.00" 8' 0.00" 13' 0,04" 4q 17 Snow
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<br /> Bearings and Reactions
<br /> Input Min Gravity Gravity
<br /> tocatian Type Material Length Required Reaction Uplift
<br /> 1 0` d.�OCJ" Wall WA NIA 1.500" 3392# --
<br /> 2 8' 6.QOn" Wall NIA NlA 1.50�" 3302# --
<br /> Maximum Load Case Reactions
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<br /> Snow Dead
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<br /> 2 2289�> 1013#
<br /> Qesign spans
<br /> 8' 1.750"
<br /> Product: 1-3/4 x 11-7/8 x 2.OE PW LVL 2 ply PASSES DESIGN CHECKS
<br /> Connect members with 2 rows of 18d common nails at 12.0"oc
<br /> Minimum 1.50"bearing required at bearing#1
<br /> Mnimum 1,50"bearing required at bearing#2
<br /> Design assumes continuous laterel bracing along the top chord.
<br /> No lateral bracing required along the bottom chord.
<br /> Allowable Stress Design
<br /> Actuat Ailawabie Capacity �.ocation Loacffng
<br /> Positive Moment 672�.'# 2�488.'# 27% Q' Totai Load D+S
<br /> Shear 2900.t� 9081.t� 27% -O.q6' Talai Load D+S
<br /> TL Deflection (�.0822" 0.5431" L199�J+ 4' Tota3 l.oati D+S
<br /> LL Deflecdon 0.057Q" O.A073" L1999+ �' Tatai Lo�d S
<br /> Control: Shear
<br /> DOLs: Live=100% Snow=115% Roof=125qo Wind=160°,6
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<br /> WEEKES FOREST PRODUCTS\
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