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GLENDALE COVE E r 8-2fa-13 <br /> ��:`�"���k;���l '�):rknant <br /> ' I ot"t <br /> b:�:rt��,cu�:.�r<�ki <br /> s:m}karra}:irk,ti3x!taa�i, <br /> ��kufrrid�:el7;�+�atasu I-t..1 <br /> Member Data <br /> Description: Member Type: eeam Application: Roof <br /> Top Lateral Bracing: Continuous Slope: 0.00/ 12 <br /> Bottom Laterai B�acing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBClIRC <br /> Snow Load: 42 PLF Deflection Critena: L/240 live, L/180 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 6.6 PLF <br /> Filename: KYB16 <br /> Other Loads <br /> Type 7nb. Other Dead <br /> (Description} Side eegin End Width Start End Start End Categeary <br /> Re IacementUniform PSF) To 0' 0.00" 6' 6.00" 1�' f7.OQ"' 40 17 5nativ <br /> T T <br /> sso <br /> � m <br /> 6 6 O <br /> Bearings and Reactions <br /> Input Min Gravfty Gr�avity <br /> Location Type Material Lsngth Required Reaction Uplift <br /> 1 0' O.p00" Wall Nlr� NIA 1.50(l" 267h# -- <br /> 2 6' £�.40Q" Wall NIA NiA 1.�q4"' 2�ifiA# -- <br /> Maximum Load Case Reactions <br /> uuha�zz�ac:��a�,�_oa<�stryrn�:�;�>a�:.1i<�cu���;�,. ,.�c�_� <br /> SnpW 08ad <br /> 1 1861# 813u <br /> � 1561# 613# <br /> Design spans <br /> 6' 7.750" <br /> Product: 1-3/4 x 7-1/4 x 2.OE PW LVL 2 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 16d common nails 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 bracing along the top chord. <br /> No lateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allawable Capacity Location Loading <br /> Positive Moment 4442.'# 10075.Yt 44°!v 3.25' Tatal Laacl D+S <br /> Shear 21$$.# �a44.# 39% 6.2�' 7'ptal lt�ad�+S <br /> 7L Deflection C1.1a89" 0.4431" U501 3.�5' Tocal Load D+S <br /> LL Deflectlon Q.1106" 0.3323" Ll721 3.25' Total Lnari S <br /> Control: Pasitive Moment <br /> DOLs: Live=100% Snow=115%a Roof=125% Wind=160°/a <br /> n_�pn3auc:.^,emes a.�e tredemerks of thefrrespect�vo owasn_ L�^�}Q(��{jR}"{��F?��� <br /> WEEKES FC#REST PRODUCTSI <br /> � y�}'�;;Cj2P73[.y �:-!psnn Stvng-Te Ccmne y.c AE.I�,Gt TS �E E�?� 26���..���A�� <br /> .,;n�.s�.fe<r.a�3 a�ah c��,c^<-�.ber floo��oisL beam orgirtlac Ahaw3 an tFis d��w ng n:ae°�u,p3_ub�s�es-;,«cota�"sa turl i,,�c�dicg OcnA-6�ana.svd apana Ilstau an En=s s�ae: F' h„ <br /> ..» y. <br /> ilb J85F�1'�mJ6i[ �s>>t3X^Nv'hy.,tj:iHl.F'�L�BS+'�'t6rpf t{83�':g(t p@te89�iln6t 8g[(xaJ�EeC fa'ap�[4v8�TF��ig(f�9fy�.!i 893Uf1185 pFC2l;lei�RFt9i"ef�a'3 Fl�4 tdit��tp 1hn Si33n��l�.eY,it�Yf3 9_.{,W.e3��481�Rt�:� ���AV���tY1N����8 <br />