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t � GI,ENI�ALE CQVE L ti-_'ii-13 <br /> � ` �):36�rn <br /> �, ���..:,. <br /> "' 1 af 1 <br /> Krr�l3c�.:un�:�'-4litllal <br /> krr�4irwa I:ns�nm�F.t:�(t�L <br /> :�laitatieP•,I)�trhh;tsr 64:k <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: i7 PLF Deck Connection: Nailed Member Weight: 18.2 PLF <br /> Filename: KY616 <br /> Other Loads <br /> Type Trii�. Other Dead <br /> (Description) Side Begin End Width StaR End Start End Categary <br /> Addibonal Uniform(PSF) Top 0' p.QO" 8' 0.00" 11" �.fl�J" 40 17 Snow <br /> Point(LBS) Top 8' O.OG" 4480 3104 Snaw <br /> Additional Uniform(PSF) Top 8' 0.00" 16' 0,00" 12' Q.dO" 40 15 live <br /> Additlonal Uniform(PSF To 8' 0.00" 16' 0.00" 14' 4.00" 40 17 5npw <br /> �s o 0 <br /> � � <br /> �soo <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 0' 0.00(�" Wall N/A Ntfi 3.772" 11221#� __ <br /> 2 16' O.fJ00" Wall WA RU,� 4.152" 1�352# -- <br /> Maximum Load Case Reactions <br /> t.tse<7(c,�aPv'Y'r��p�in[loads tor€Iny��rds;ta ea�ry�A_�i.iKn,r,�^n <br /> Live SnaW Oead <br /> � es�� 7tc�on a�7a� <br /> � 2��6#1 71t70# Af3�7# <br /> Design spans <br /> 16' 1.750' <br /> Product: 1-3/4 x 20 x 2.OE PW LVL 2 ply PASSES DESIGN CNECKS <br /> Connect members with 4 rows of 16d common nails at 12.0"oc <br /> Minimum 3.T7"bearing required at bearing#1 <br /> Minimum 4.15"bearing rsquired at bearing#2 <br /> Design assumes continuous lateral bracing along the top chord. <br /> No lateral 6racing required along the bottom chord. <br /> Allowable Stress Design <br /> Attuai Ailowable Capacity L.ocation Loading <br /> Positive Moment fi2Q64,'# 62587'# 99% 8° Totai Load D+S <br /> Shear 1b244.# 15295.# 66°/a 1�3.4F' Total Load D+075(L+S) <br /> TL Deflection 0.�625" 1.0764"' L13�i4 8.pt' Total Load D+S <br /> LL Deflection (1.3427" O,f3073" �f565 8' Total Load S <br /> Control: PosRive Moment <br /> DOLs: Live=1Q0% Snow=115% Roof=125% Wind=160% <br /> A;3 pmdu+:!nsmas ar Iradems�s oi t3iair�spestive rnsnsns ��„'y�(7`R`�{�J[�.�R�}'�A���+��y'�y rtr�t 3{a 5 <br /> YV1:::.L:.Rb..w�i, f'���.7i 1`�StJLJll4T�i <br /> �flN9 t( �2U13byS - �t �pTlnG:mga y. � ALLRlCkC EdE`�E�1LL� ,.��'1��Y.1'tit���y�� <br /> "f% -g..Jef;a n � �.t Fe. ilo J�s r - o J K'� h vdn n this��sN�q^eaes a�.t oI s�3� t �. I_i uads L a i � r�41' a, rnf Sp 7�.�t f .�x�hee} c:-r�rf `t���� o <br /> ?ha tlast9,m�zs�e�p,e.w3,k.t E3.�.3`€t eE,d ni 7�a ar E.es,g.,pAin.._lonn�as requiFea ts eppmvak iF3s dea�g�3 a�surrtes t�'�:�aci'..y'ail k�.n i..a J�..2�o ttF.,ma. lacti+ser s{<a.,ifa,eEla^x.J t F-t�V�.,.,��J.�2�i�ta <br />