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Plans (71) CBIA 10-9-13 f R O S E B U R G 5:01pm l 1of1 CS Beam4 605 ' ,t' '«, A kmBeamEngine 4.6026 Materials Database 1429 Member Data l Description:Ceiling Header Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 25 PLF Deflection Criteria: L/240 live, L/180 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 6.0 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Wdth Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 0.00" 400 240 Snow S:ir•:..3., 3,. � ,� .v,�.- �i,. e� F �, Liv 6 0 0 co / 6 0 0 ® / Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 1797# -- 2 6' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 1797# -- -Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 1113# 684# 2 1113# 684# Design spans 5' 6.750" Product: DFL#2 4 x 8 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2499.'# 3438.'# 72% 3' Total Load D+S Shear 1406.# 3502.# 40% 5.22' Total Load D+S Max.Reaction 1797.# 7656.# 23% 0' Total Load D+S LL Deflection 0.0485" 0.2781" L/999+ 3' Total Load S TL Deflection 0.0782" 0.3708" L/853 3' Total Load D+S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 SIMPSON All product names are trademarks of their respective owners Wrie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. I l�517).-oost <7 w C,9 7z► 4;spjs;sjs (E) Garage,� Verify 48' V,� ( a � WA*►arage 4 k *At*.-4VA*#,A V#49p 4.00$4.4 • #4,#-441' ' ite\ (New) o . N •-73 I a , v, L (E) Structure 0 2 L - — • �' / 1 15(I / -.-. I\ � 4.* (Newss ) .0 / o !dim& I y 7'-6" ,i 'I 1 Line of setback Property Line ,\ J ?' ' ..L. - fl 1 - °'