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� GLENDALE COVE;H 4-wti-I 1 <br /> `� �,�:\�"�Iw°pl {�`� t),I1am <br /> ` _ I r,f'I <br /> Kcyl3etuu'p:�i.f�(afkl <br /> lmlfcant I�sx;ux^-3.Cita:G <br /> �4�verrioa1:17�tc�txu�9�a21 <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateral 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: L/360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 16.2 PLF <br /> Filename: KY616 <br /> Other Loads <br /> ry� rn�. ane� �d <br /> (Description) Side 8e�in End Width StaA Eod Start End Category <br /> Replacement Uniform(PSF) Top 0` 0.00" 9' 6.00" �0' 6.Op" 40 17 Snaw <br /> Additional Uniform(PSF) Top 0' 0.00" 9' 6.00" 13' O.QO'° 40 15 Live <br /> Additional Uniform PLFI To 0' O.QO"' 9' 6.00" 0 100 Live <br /> 9 6 0 <br /> � � <br /> 9 6 0 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reactian Uplift <br /> 1 4' O.Q{l0" Wall WA N!A 9."799" 8029# -- <br /> 2 9' 6.(?(l0" Wall WA WA 1 799" 8029� -- <br /> Maximum Load Case Reactions <br /> Usod fora0G�l�ng point foads(or line IoaAs}la cartying membea <br /> Live Snow Daad <br /> 1 2508# 3955# 3182# <br /> 2 2508# 3955it 3182�i <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 7.80"bearing required at bearing#1 <br /> Minimum 1.80"b�ring required at bearing#2 <br /> Design assumes continuous laterel bracing along the top chord. <br /> No lateral bracing required along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowabto Capacity �ocation Loading <br /> Positive Moment 19361.Y! 38203.`kk 50°/u A.75' Totai Load C3+0.75(L+S) <br /> ' Shear 6381.f� 13622.� 46% 8.61' 7ata1 Lcsad D+Q.75(L+S) <br /> TL Deflectlon Ct.2213" 0.4823" U523 4.75' Tatal Load D*0.75(L+S) <br /> LL Deflection Q.1336" 0.3215" U866 n 75' Total Load OJ5 L+S <br /> Contml: Positive Moment <br /> �O�s: Live=100% Snow=115°� Roo(=125% Wind=160°Jo <br /> Design assumes a repetitive member use increase in banding stress: 4°/fl <br /> . .�i�r;:f.ici nameE BEe:�sdots�;�3+s o7iY-r�r f�saf.ci'v�cwna�-;5 L E�fY I.J��iiF ifT3k3 F:,,.f\ <br /> V�EEKES FC)R�ST PFiE)C}lJGTS; <br /> rr��i�i + �� y �� � ..3reco���,yi� A.�ta� rarsr�s�€� € 3 2�aG�C}�C�Mi7AVE�.. <br /> .•P a�g=s3e.a o . ¢rc nn�E f:� � ,t.b �ista3.,.,�x�wnarthtsdxx.vnpmeelssg�l�ak�le..7e;o,�n.,9a�ie�.crtnn�. '.:>ad+ngGanC�tons.. „xt _ �tnls.,.�eal <br /> �am [�p <br /> Th�-.l,...�.tYtY [ f,vtu.NuLY�tjUB��i(';��CYY�yY19l:��Sb3�qY..Y:.f3RH/>"A1&9R((U116:1'6[89f%=�Y9: ..,�VStPR.A�Su3�US?t'>[SFt,tetYa(In_:r,_64'->d'�n(]IJ ..H.Ft(i(.fllNY�v(K31.3..48!f5h6 ��°.��7���,��1,���1VC] <br />