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Page 1 fat <br /> A,,_-'1 PJ <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 51-u«o9"/, <br /> COMPANY: SCHERER BROTHERS LUMBER <br /> JOB ID: <br /> STATE: MN CODE: ICBO <br /> * PRODUCT: 3-PLY 1 . 750" X 11 . 875" 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 FLOOR BEAM <br /> LIVE DEAD SPAN ALLOWABLE ALLOWABLE <br /> (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT <br /> 40 15 24 . 500 ' TOP L/360 L/240 <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> STRUCTURAL GEOMETRY <br /> SPAN 1 <br /> 14 . 500 ' <br /> TOTAL SPAN: 14 . 50 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 /> *** ATTACH ADDITIONAL PLIES TO ALTERNATE FACES OF THE FIRST TWO PLIES, <br /> AS REQUIRED, WITH 2 ROWS OF 16d COMMON NAILS STAGGERED AT <br /> 6. 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 FLOOR 490 PLF 0. 000 ' 14 . 500 ' <br /> +UNIF DEAD TOP FLOOR 202 PLF 0. 000' 14 . 500 ' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMENT = 17864 FT-LBS SHEAR = 4971 LBS <br /> MAXIMUM SUPPORT REACTIONS (LBS) <br />