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���A��S PR1ME PROJECI' 2-2-1 I <br /> C ORONO 3:l 8pm <br /> FOREST PRODUCTS,INC. 1 of 1 <br /> KeyBeam�4.506a � � •� G �o � / � n� . I <br /> kmBeamEngine 4.5086 / Y� �� ���/�, <br /> Materials Database 1148 � <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 Buitding Code: IBC/IRC <br /> Dead Load: 35 PLF Deflection Criteria: U360 live, U240 total <br /> Live Load: 140 PLF Deck Connection: Nailed Member Weight: 4.3 PLF <br /> Filename: KYB1 <br /> 13 0 0 <br /> � � <br /> 13 0 0 <br /> Bearings and Reactions <br /> Location Type Input Length NGn Required Gravity Reaction Gravity Uplift <br /> 1 0' 0.000" Wall N/A 1.500" 1179# -- <br /> 2 13' 1.750" Wall N/A 1.500" 1179# -- <br /> Maximum Load Case Reactions <br /> Used for applying point loads(or line loads)to carryirg memhers <br /> D�d Live <br /> 1 258# 920# <br /> 2 258# 920# <br /> Design spans <br /> 13' t.750" <br /> Product:1-3/4 x�t/2 MAX LAM LVL 2.OE 1 ply <br /> Component Member Design has Passed Design Checks." <br /> Il�nimum 1.50"bearing required at bea�ng#1 <br /> Minimum 1.50"bearing required at bearing#2 <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 3873.'# 7125.'# 54% 6.57' Total load D+L <br /> Shear 1037.# 3159.# 32% 0.01' Total load D+L <br /> TL Deflection 0.4818" 0.6573" U327 6.57' Total load D+L <br /> LL Deflection 0.3762" 0.4382" L/419 6.57' Total load L <br /> Control: LL Deflection <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> � <br /> � <br /> � � <br /> � <br /> � � <br /> � <br /> ' � � <br /> �� <br /> � <br /> PJI product names are Irademarks of Iheir respective ovrt�ers <br /> f q a . . CopyngM(C)1989-2005 by KeymaAc Enlerpises,LLC.ALL RIGHTS RESERVED. <br /> "Passirg is detined as when Ihe member,floor jdsl,beam or girder,shown on ttns drawirg meets applicade desgn cntena for Loads,Loading CorWitions,and Spars listed on this shee�.The desgn <br /> musl he reviewed bv a aualiliM Aesiuner or desion orofes4mal as reouiratl fa aoaovaL This dsaan am�mes orodix:t irNallation arcortlirh to the manufacturer's�edtications_ <br />