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1 r47/ Level,1'Forte' MEMBER REPORT Level, Floor: Flush Beam
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<br /> Overall Length:12'8'
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<br /> All Dimensions are Horizontal;Drawing is Conceptual
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<br /> Member Reaction(lbs) 565©1 1/2" 1156 Passed(49%) 1.15 Member Type:Flush Beam
<br /> Shear(lbs) 558 @ 3” 1903 Passed(29%) 1.15 Building Use:Residential
<br /> Moment(Ft-lbs) 2123 @ 5' 4364 Passed(49%) 1.15 Building Code:IBC
<br /> Live Load Defl.(in) 0.154 @ 6'15/16" 0.306 Passed(L/952) -- Design Methodology:ASD
<br /> Total Load Defl.(in) 0.200 @ 6'15/16" 0.613 Passed(L1735) --
<br /> • Deflection criteria:LL(U480)and TL(L/240).
<br /> • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability.
<br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of
<br /> lateral bracing is required to achieve member stability.
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<br /> 1-Stud wall-Spruce Pine Fir 3.00" 1.75" -- 131/250/0/190 1 1/4"Rim Board
<br /> 2-Stud wall-Spruce Pine Fir 3.00" 1.75" -- 114/250/0/125 1 1/4"Rim Board
<br /> • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
<br /> $ p .:. .r �2.° Mfr 43 '' : . '° an .440 P,','-'-', : 4 ".. +. 'i
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<br /> 1-Uniform(PSF) 0 to'1';;I:6"•
<br /> 2'6" '1").—
<br /> ' 10.0 40.0 0.0 0.0 Residential-Living Areas
<br /> 2-Point(Ib) 5' N/A 85 0 0 315
<br /> Forte"Software Operator. ,: - Job Notes
<br /> •" — -- 2/23/2010 2:51:55 PM
<br /> Justin Spreitzer
<br /> Lyman Lumber Co. iLevelf0Forte/'"v1.1,Design Engine:V4.8.0.1
<br /> (952)470-4817
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<br /> Justin_spreitzer i'-s,-.li-t:er.ecm 1
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