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GLENDALE COVE� fi-4fz-13 <br /> �'� � %���k; , `):ti�iil�it <br /> � C1�'� <br /> }:r4'l�l;im-�.a:�it�Rkj <br /> isnf3c:utr}:atp;tirt�Stt7:r, <br /> . Aiat�4i,al;t7-aiat�.�.vc I,17.t <br /> ' Member Data <br /> Description: Member Type: Beam Application: Roof <br /> Top Lateral Bracing: Continuous Slope: 0.00/ 12 <br /> Bottom Lateral Braang: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Snow Load: 42 PLF Deflaction Criteria: U240 live, U180 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 8.6 PLF <br /> Filename: KYB16 <br /> Other Loads <br /> Type Trib. 4ther Dead <br /> (Description) Side 8egin End Width Start End 3tart End Categnry <br /> Re lacement Uniform PSF) To 0' O.aQ'" 6' 6.00" 2(�` 6.00" 40 17 Sncaw <br /> T �f` <br /> ssa <br /> t� C"� <br /> � <br /> sso <br /> Bearings and Reactions <br /> Input Mdn Gravi2y C�ra�ity <br /> Location Type Material Length Required Reactian Uplih <br /> 1 0' 0.000" Wali tJ/A tV1�3 1.50Q" 3911# _- <br /> 2 6' 6.000" �A+all E3'A hitA 1.5p0°' 3911# -- <br /> Maximum Load Case Reactions <br /> ��d.�:tJ����;,«t,,����,:�����c«.r;f�,t;�;»sy«����,���«zt3r�,�,�� <br /> Snow t7�:ad <br /> � �rzsre ��a�# <br /> 2 272SM 1187# <br /> Design spans <br /> 6' 7.750" <br /> Product: 1-3/4 x 9-1/2 x 2.OE PW LVL 2 ply PASSES DES{GN CHECKS <br /> Connect members with 2 rows of 16d common naiis 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 brecing along the top chord. <br /> No lateral bracing required atong the bottom chord. <br /> Allowable Stress Design <br /> Actuaf Rllowable Capacity Location Loading <br /> Positive Moment 6499.'# 1638$'#� 39°!� �.25' 7otal Lnatf D+S <br /> Shear �98Q.#� 72G5.� A1°!o -t}.06' 7ata[E.naci g+S <br /> TL Deflection 0.1033" �.4431" L1772 3.25' Tot�l Lcaad D+5 <br /> LL DeflecUon Q.072Q'" Q.3323"" L6999* 3.25' Tatal Lc�ad S <br /> Cantrol: Shear <br /> DOLs: �ive=100% Snow=115% F2oo�125°h Wind=1609� <br /> AI[�,r d:�ct namw are tr�demorks af'hei�iasp�cfi;ve ow�r�ers ��,4�`A������(��� <br /> YY�.Lfi�..7('iJ!\C.�I {�I\�Llt..1'vB�Ft <br /> c,�y ani �a ca�aY � . {�c�r io oa�ny� �m��a NT R� �rv�o 26C}D CC}iV1C?AVE <br /> ••_�¢ 4 � 7 3�i. J �w tre oer.P:oa:�[.� ,bear� .�c.� .c ��.drowe�..eufa aPFI� bi d �g . f.� s a,i-.y o d�.!n�zs,5�x3 pe s I�a c«, €t�s naui <br /> T?ie.fs.-�ec m�st;�.�st.xel�j e qaei=f«d resignar ordae+q F�cia..,e�st�_:�yuirea Pa�sRRro�a; .h'e a�„i,,�r�as,u^ie�P�»du.c Erta.a7a:ici e�,erJ�-�u,�3n 3hu n3nnara...c ro s t>pn.3f;eaf.cns.S�`T�3f���..,�1��J,�3��� <br />