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GLENDALE COVE O � � ��-13 �� <br /> '� "' ��Y����! 4j�r,,�T, <br /> ��,�� <br /> t nf'I <br /> K�,:���,,,r�w.s��M� <br /> kzn I3r:un f eacn��(1�?b <br /> \i:ttc;i.ik..i)asi?titx't d.'.C <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: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF <br /> Filename: KY616 <br /> Other Loads <br /> Type Tri6. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> Additionai Uniform(PSF To 0' O.QO" 5'ip.00" 9' 0.06" 40 15 Live <br /> T � <br /> � s io 0 <br /> � <br /> 5 10 O <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material l�ength Required i+�''eaction Uplift <br /> 1 0' tl.(�00" Wall WA N;A 1.50Q" 1550� -- <br /> �� 2 5`1 R.040" Wall WA NIA 1.500" 1550# -- <br /> Maximum Load Case Reactions <br /> L'tsad):t�zpp;4�u 3,x�nt:E>fsds{�:6nu tn�3:la}ie oemling mam68te <br /> !_ive Snaw Dead <br /> '1 . iG"r8�n� 12fia �17A# <br /> Z 't�76� 32Gt! A74# <br /> Design spans <br /> 5'11.750" <br /> Product: 1-3/4 x 7-1/4 x 2.OE PW LVL 2 ply PASSES DESI�N CHECKS <br /> Connect members with 2 rows of 16d common nails at 12.0"oc <br /> Minimum 1.50"b�ring required at bearing#1 <br /> Minimum 1.50"bearing required at bearing#2 <br /> Design assumes continuous lateral bracing along tha top chord. <br /> No lateral bracing required along the bottom chorcJ. <br /> Ailowable Stress Design <br /> Actual Allowable Capacity l.ocation loading <br /> Positive Moment 2318'# 8761.'# 26°ip 2.92' Toiai Lnac!O+L <br /> Shear 1237.# 4821:�f 25°l� -0.06' 7ota!Lo�d O�L � <br /> TL Deflection O.Of71"' 0.3986" L1999+ 2.92' Total�t�ad O+L. <br /> LL Deflecdon q.0466" Q.299b" 1./999+ 2.9�' Tat�l Load L <br /> Control: Positive Moment <br /> DOLs: Live=100°la Snow=115°!o Roof=125°/a Wind=16�% <br /> i <br /> n.:�,�a�,a ag�es a�naa�ma��<Er��:<s,R,sve�r.���-�,� L1SA[7EARHAM�€� <br /> VUEEK�S E=OR�ST€��'C�}C7LICTSi <br /> ..y*�g�,�(G)20�3 by 'm; e.'tn .:.r '�rnFs� �.ALt.R t.YS RFSEFt ��Q{��v���.e�v� <br /> ,•P 3��. i-,t 9 c . n P.r fr o jo�t,baa�r_ ��aieE .K � �th,s emw g.-nets aap�r.ebladaeia ,'i� ��r b 3 d t n 3 w 3 ana listed or>this s�sel <br /> .u,.fn_,q�-must c_rav Fa.veb t�y .�ux[ifinn�esi�e�o.�fe:�gn i, .Eax_.x cr�.,rea,ulred ioe epozvaf.Fhis design ass�mee>>mdact a i ta,�.ut�:, �,.�..{�,�t.�tt.a .a.ufactu��a saeaiicsi�on� .'�"j'�f�71��.,���J��.P��'cj <br /> I� <br />