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GLENDALE CQVE G r- �-2Ci-1? <br /> ��,'�'�`�a L��i"�":1 �.�::�tn <br /> i <br /> I crt`1 <br /> kc�y Iir:vrr.r,��i ht,YU <br /> km S3cxta�C•aw;�ttz<!f{�.6 <br /> til;slxrur(s 1"kirarYmrx�.f 3:Y <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateraf Bracing: Continuous <br /> Bottom Lateral Bracing: (See Below) <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 16.2 PLF <br /> Filename: KY616 <br /> Other Loads <br /> Type Ttib. Other Dead <br /> (Descriptfon) 5ide Bagin End Width Start End Start End Categan/ <br /> Replacement Uniform(PSF) Top 0' �.an" 9' 6.00" 20' 6.00" 40 17 Snow <br /> Addidonal Uniform(PSF) Top 0' OAO" 9' 6.00" 13' 4.40" 40 15 Liv� <br /> Additionai Uniform PLF To 0' 4.40" 9' 6.00" 0 100 Live <br /> 9 6 0 <br /> Q � <br /> S 6 O <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Locatian Type Material Length Requirad Reaction Uplift <br /> 1 Q' q.pOC1" Wall WA N/A 1.799" 8029# -- <br /> 2 9' 6.04�0" Wall N/A N/A 1.799" �029# -- <br /> Maximum Load Case Reactions <br /> Used fotappiying poknt loeds{orline loede)to ca�ng memhars <br /> Live Snow qead <br /> 1 2508# 3955# 3182# <br /> 2 2508# 3955# 3182# <br /> Design spans <br /> 9' 7.750'. <br /> Product: 1-3/4 x 11-7/8 x 2.OE PW LVL 3 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 16d common nails at 12.0"oc <br /> NOTE:Nails must be applied from both sides <br /> Minimum 1.80"bearing requfred at bearing#1 <br /> Minimum 1.80"b�ring 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 Alloruable Capacity Location Loading <br /> Posidve Moment 19361.'�t 382q3.'# 50°IQ 4.75' Total Load d+0.75(L+S) <br /> Shear 6381.# 13622.�# d6°l� 8.61" Total Load D+0.75(L+S) <br /> TL Deflection Q.?213'" 4.4823" �f523 A.75' Total Load D+075(L+S) <br /> LL Deflectlon 0.1336" p.3215" �./866 4.75' Total Load 0.75 L+S) <br /> Control: Positive Moment <br /> DOLs: Live=100°/a Snow=115°l Roof=125% Wind=160% <br /> Design assumes a repetitive member use increase in bending stress: d% <br /> Fs;Frod�at nnmss u:a irsdoEnS�ks of t#�eirrespeaive ow^e�� L IJ�'P��EQR�fy��R <br /> 1NEEKES Ft�REST PR{�DUCTSI <br /> c�cr+�'�rt zc33 ys .R ,�r r., n�e . at.�a�c�rsraeseklEo 26�?0 C{�MOAVE <br /> '•6�n,..��-� .�n�i ..,v e�n i.�a m�smber 310 j,�s_,knem -,E ier.,twn7+r:7 ih+s 1re�w p��ets app:iceblo Qesig�c�tanx for�ed.e,;_oadl�x3 Wr.tlitluna,a•,d 5pan�lis!r.d cr])i c sheat. <br /> ..n te,gr�++r,xt G �a«nw.5 Ey��q,ial�Re<f�gs���Fe��r�Tasiyn,�.-rss..ionaE as r�q�.�:md f�,apprvei This Castgn assur�s p�iluc°insiallat{an acoort]ieg;a Iha menu€actuiaYs speciticatlo�a <br /> 5T PAUL,MN 55108 <br />