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SHIELDS C 12-19-13 <br /> ey Heb 12:11pm <br /> loft <br /> Ks7rrlcamla a.OX <br /> tontletanDigato 4 aft <br /> Mmetula Database 1411 <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, L/180 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF <br /> Filename: KYB7 <br /> Other Loads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> Replacement Uniform(PSF) Top 0' 0.00" 4' 6.00" 4' 0.00" 40 17 Snow <br /> �.- T <br /> Ar <br /> 4 6 0 <br /> 4 6 O <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 0' 0.000" Wall N/A N/A 1.500" 545# -- <br /> 2 4' 6.000" Wall N/A N/A 1.500" 545# — <br /> Maximum Load Case Reactions <br /> Used for applying point loads(or line bade)to carrying members <br /> Snow Dead <br /> 1 372# 173# <br /> 2 372# 173# <br /> I Design spans <br /> 4' 7.750" <br /> Product: 1-3/4 x 7-1/4 x 2.0E PW LVL 2 ply PASSES DESIGN CHECKS <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 /> Allowable Stress Design <br /> Actual Allowable Capacity Location Loading <br /> Positive Moment 633.7# 10075.7# 6% 2.25' Total Load D+S <br /> Shear 403.# 5544.# 7% -0.06' Total Load D+S <br /> TL Deflection 0.0111" 0.3097" L/999+ 2.25' Total Load D+S <br /> LL Deflection 0.0075" 0.2323" L/999+ 2.25' Total Load S <br /> Control: Shear <br /> DOLs: Live=100% Snow=115% Roof=125% Wlnd=160% <br /> All product nomes are trademarks of[heir reepeclive owners LISA DEARHAMER <br /> Cop.ight(C(2013 bySimpeon Strong-Tie Company Inc ALL RIGHTS RESERVED WEEKES FOREST PRODUCTS\ <br /> "Perrone is dehnsd As s4tse des member,floorjolet,beam or girder shown on this drawing meats applicable design cisterns for Loads,Loading Conditions,and Spans listed on this sheet 2600 COMO AVE <br /> The Gsrgn arthrt ho weeniest*tya qualified designer ordesten probaslonal as maned for approval Thor deelgn 83surnos product installation accenting to the menufaclurers specifications ST PAUL,MN 55108 <br />