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.. .. .. ,.:. ..,...e a .a. .,_.... ..... s :47i63w41a14➢6MSe. :'Sl�ru�`r -.,a�:4ft_ <br /> Page 1 /A � -f <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 <br /> COMPANY: SCHERER BROTHERS LUMBER <br /> JOB ID: <br /> STATE: MN CODE: ICBG <br /> PRODUCT: 2-PLY 1 . 750" X 9. 500" GANG-LAM LVL 2950Fb 2 .0E <br /> **WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-97 <br /> VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY <br /> RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN <br /> TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED <br /> LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR <br /> UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. <br /> DESIGN CRITERIA FOR ROOF BEAM <br /> LIVE DEAD SPAN ALLOWABLE ALLOWABLE <br /> (PSF) (PSF) CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT INCREASE <br /> 40 15 23. 000 ' 0. 00 TOP L/240 L/180 15% <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> STRUCTURAL GEOMETRY <br /> SPAN 1 <br /> 11 . 000 ' <br /> TOTAL SPAN: 11 . 00 FT <br /> CONNECTION <br /> *** DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF BEAM, <br /> SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. <br /> *** ATTACH 2 BEAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE <br /> STAGGERED AT 12 . 00" C/C. <br /> *** COMPRESSION EDGE BRACING REQUIRED AT 96" O.C. OR LESS. <br /> INPUT LOADS <br /> SHAPE TYPE LOADING SOURCE W1 W2 X1 X2 <br /> +UNIF LIVE TOP ROOF 460 PLF 0. 000 ' 11 . 000 ' <br /> +UNIF DEAD TOP ROOF 182 PLF 0. 000' 11 . 000 ' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMENT = 9424 FT-LBS SHEAR = 3479 LBS <br /> MAXIMUM SUPPORT REACTIONS (LBS) <br /> BRG#1 : 3531 BRG#2 : 3531 <br /> REQUIRED BEARING SIZES (IN) <br /> BRG#1 : 2 . 00 BRG#2 : 2 . 00 <br />