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_ MAST BED WDW I <br /> i� may{, Pc <br /> . ;L:' "iiL'` 2.0Et'a aiiarc 314AUser:2 PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page i Engine Varsigi:t.5 t2 <br /> • CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> • <br /> -fir Slope:*112 Roof SlopeIri2 <br /> I 1 <br /> 51A V4E-I <br /> 9•II" _--sa <br /> AIS teras ace horizontal- Pi educt Maw ars:ie�_.encetu_w r. <br /> LOADS: <br /> Analysis;s Tor a 1"-..4-op;?o m Member. Tribefory Load Width- <br /> Frew,' <br /> 'i th- <br /> Pn czar Load Group-Roof(Ief):40.0 Lie at 125!rs duraffm.n.150 ,a <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Untform(plf) Roet(12 ) 680.0 255.0 0-Totir t�' t -to <br /> SUPPORTS: <br /> input Beating Yell Reactions libel Detail Other <br /> Width Length Live/DeaditiptlftiTotat <br /> 1 Wood column 5.25' 525' 3480/1355/ 4835 L5 None <br /> SCFdcolumn V. 7A8011355 <br /> c,4 8r_ LS Noe <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detai(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 4523 -3606 8035 Passed(45%) Rt.'end Span 1 under Roof loading <br /> ,: 1022: 1C321 Paon f63%) MID So+-aar.t ,der R !• p <br /> Live Load Del(in) 0.242 0.301 P (L'448) MID Sr.= 1 Under Roof trading <br /> Total Load Deli(in) 0.336 0A52 Passed V= MID Span 1 under Roof loading <br /> )&ieciion Coit a:STANDARD(LL. 36 I LI/24U). <br /> -Bracing(Lu):Ali.compression edges(top and bottom)must be bared at 2 S"dic unless eta.iled othevwlse. Propel-a fachme^*and positioning of mi <br /> bracing is reed to achieve mer€ber�. <br /> Desitin mzsurries asden rate contief tet s laterel seppoi t of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its prodials by thissoftware MI be <br /> Esc:omp is.£x.`,.. _ - ,.,,rte ie ,n-;s 3s.. Tf epe d c product aPPI cat n,input syr'lead , <br /> "'".-�..� �u3i:�with i ��€_�i)Yz�:•�;d'.'?i+.n,zcr g and=.._��,> mY.. 'd`�`.3"'.�+___ <br /> and <br /> s tvr;:er° eve been p:ovided by the software USE41_ ?P o ut Ims not been revierwri by a Tei As ter <br /> -Not all products are readily available. Check with your supper or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -P lka able Stress Design methodology was used fur latiadiirg Code USC frog the T3 Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAiNE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax : <br /> OFPPi ANN(NGOEStGN:ft VISI COM <br /> Copyright 43 2002 by Trus :Joist, a Weyerhaeuser Business <br /> varailanN -3 -3Lreecv ,,t.uuu.uk or Trus <br />