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����AS PRIME PROJECT 2-2-1 I <br /> C ORONO 3:22pm <br /> FOREST PRODUCTS.INC. 1 of I <br /> KeyBeamC�4.SfXia <br /> kmBeamEngine 4.5086 <br /> Materials Databatie I 148 <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateral Bracing:Continuous <br /> Bottom Lateral Bracing: None <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Dead Load: 30 PLF Deflection Criteria: U360 live, U240 total <br /> Live Load: 120 PLF Deck Connection: Nailed Member Weight: 8.6 PLF <br /> Filename: KYB3 <br /> isoo isoo <br /> q � o <br /> � 34 0 0 � <br /> Bearings and Reactions <br /> Location Type Input Length Al�n Required Gravity Reaction Graviry Uplift <br /> 1 0' 0.000" Wall 3.500" 1.500" 1053# -- <br /> 2 15' 9.375" Wall 3.500" 1.500" 3336# -- <br /> 3 33' 6.750" Wall 3.500" 1.500" 1192# -- <br /> Maximum Load Case Reactions <br /> Usetl for applyirg pwnt loatls(or line loads)to carryirg members <br /> D�d Live <br /> 1 218# 836# <br /> 2 812# 2524# <br /> 3 266# 926# <br /> Design spans <br /> 15' 9.375" 17' 9.375" <br /> Product:1-3/4 x 9-1/2 MAX LAM LVL 2.OE 2 ply <br /> Component Member Design has Passed Design Checks.** <br /> Design assumes continuous lateral bracing along the top chord. <br /> Design assumes no lateral bracing along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowable Capacity Location Loading <br /> Positive Moment 4463.'# 14251.'# 31% 26.45' Even Spans D+L <br /> Negative Moment 5642.'# 14251.'# 39% 15.78' Total load D+L <br /> Negative Unbrcd 5642.'# 13849.'# 40% 15.78' Total load D+L <br /> Shear 1602.# 6318.# 25% 15.79' Total load D+L <br /> Max. Reaction 3336.# 11528.# 28% 15.78' Total load D+L <br /> TL Deflection 0.4508" 0.8891" U473 25.56' Even Spans D+L <br /> LL Deflection 0.3690" 0.5927" U578 25.56' Even Spans L <br /> Control: LL Deflection <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> Manufacturer's installation guide MUST be consulted for multi-ply connection detaiis and alternatives <br /> All product names are trademaiks of Iheir respective owners <br /> (��f ru.r f . CopyngM(C)1989-2005 by Keymark Enterpnses,LLC.ALL RIGFfTS RESERVED. <br /> "Passirg is defined as when the member,floor joist,beam or girder,shown on this drawirg meets appicable design cn�ena iw Loads,Loadirg Conditias,and Spans lisled on this sheeL The design <br /> must he reviev.eA bv a au�liFiad desioner or desian o�ofassional as reouired for aooroval.This A[�.sinn atsumes oroduct installaticxi acmrdina to Ihe manufacturer's:t�tv;ifiratic�ns_ <br />