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Pa e 1 Foci a_e-C to ,R,9/, ) <br /> 4 <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 <br /> COMPANY: SCHERER BROTHERS LUMBER <br /> JOB ID: <br /> STATE: MN CODE: ICBO <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 FLOOR BEAM <br /> LIVE DEAD SPAN ALLOWABLE ALLOWABLE <br /> (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT <br /> 40 15 2 .000' TOP L/360 L/240 <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> STRUCTURAL GEOMETRY <br /> SPAN 1 <br /> 13. 000 ' <br /> TOTAL SPAN: 13. 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 /> *** MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL <br /> PLIES. <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 40 PLF 0 . 000 ' 13 . 000 ' <br /> +UNIF DEAD TOP FLOOR 25 PLF 0. 000 ' 13 . 000 ' <br /> CONC TOTAL TOP FLOOR 847 LBS 7 . 000 ' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES: MOMENT = 3991 FT-LBS SHEAR = 876 LBS <br /> MAXIMUM SUPPORT REACTIONS (LBS) <br />