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r REC RMJHALL <br /> iff` _C3 Pcs of3i4 t 14"x 2 0E Par al.am®PSL <br /> T,1-Beem(f1N16->�SS/iW Rvusaber_fOT�4hi'i8U': <br /> User 2 af9/031z52:36 RIRTHIS PRODUCT MEETS OR EXCEEDSTHE SET DESIGN <br /> Car 4 Engine Y�.r-x-.P''}.5 12 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 41 <br /> • <br /> 61.1 <br /> Product Conceptual, <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary a Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Appi. Comment <br /> Uniform(plt) Floor(1.00) 720.0 270.0 0 To 4'9" Adds To <br /> uniform/pit) Floor(1.00) 800.0 300.0 4'9'To 11' Adds TO <br /> Linifcnnn(pit) Ftaor(1.00} 72D.0 410.0 4 6'To 5 a' Adds To <br /> (1) Point(lbs) Fioor(1.00) 0 2475 3" - <br /> Point(lbs) Floor(11)0) 0 2475 4't - <br /> Poini itm :(1 00) 0 2 - <br /> Ro .00) 0 3262 9" - <br /> �__ s, Sea strength full depth b ing,rim or squash blocs are required at ort(s) <br /> -(1)lir'. !':c.c_CCf if?'?P^=-1 dT�: Q�Y�sti�_ s'tC�:fd�n x to_x. ...�...-� . - Y�� � z.i'. . <br /> . -orf:r^� <br /> 3�rasSr IPa a"'f"••.'ro'.R':,at the diagram above,have NOT been checked Cys <br /> Downward acting perrst madly are;rtd to •In the=ep<dz Soh r- <br /> reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing <br /> the <br /> supporting member below. <br /> QE iPprnaTS• <br /> f input Bearing Vertical Reactions(ins) Detail Other <br /> Width Length LiveIDeaditlpfft+frotal <br /> 1 Wood column 52" 5.25` 4616.17-576i 0112196 LS imine <br /> 2 Wood column 5.25" 5.25" 478211119 I 0 f 12560 L5 None <br /> TA copc:FiErn t rye eer DERA :flf)E for data. lids):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(toe) �38- 006 14210 Passed(tom) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 31145 31145 40743 Passed(76%) MID Span i under Floor loading <br /> Live Load Defl(in) 0.116 0.346 Passed(1/0001) MID Span 1 under Floor loading <br /> Total Load Deli 1n) 0.279 0.519 Passed(L/446) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LLt ,Tt_Lt240). Of lateral <br /> Bracing(Lru):All compression edges(top and bottom)must be braced at 2'8"ok unless detailed otherwise. Proper attachment and positioning <br /> tracing is required#aab.hieve memberstability. <br /> PRn tECT INFORMATION: OPERATOR INFORMATION' <br /> TERRY MLKKELSCN <br /> DFP PLANNING&DESIGN <br /> 9100 PALM(1RE ST <br /> BLAINE,MN �?49 <br /> Phone:763-i80- <br /> Fax :763-780-8015 <br /> DFPPLA lNIWGDESIGN@VIS1.COM <br /> t ..:. by 'Pius Joist, a Weyerhaeuser uossness <br /> Paralienr5 is a - gistered trademark- of __.... <br />