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Page 1 <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 99. 1 11/15/99 10 : 26: 37 <br /> COMPANY: COMPONENT SYSTEMS INC. <br /> JOB ID: <br /> STATE: MN CODE: ICBO **WARNING** DO NOT USE THIS DESIGN AFTER: 12-31-99 <br /> PRODUCT: 2-PLY 1 . 750" X 11 . 875" GANG-LAM LVL 2950Fb 2 . 0E <br /> ALLOWABLE / WORKING STRESS DESIGN DATA DEFLECTION <br /> REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD <br /> ACTUAL 2906 11990 2525 0. 257 0. 628 <br /> ALLOWABLE 20252 8035 0. 558 0. 838 <br /> STRESS INDICES 0.592 0. 314 L/781 L/320 <br /> NOTES <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 EACH END OF COMPONENT. <br /> STRUCTURAL GEOMETRY <br /> SPAN 1 <br /> 17 . 000' <br /> TOTAL SPAN: 17 . 00 FT <br /> DESIGN CRITERIA FOR FLOOR BEAM (UNFACTORED LOADS) <br /> LIVE DEAD SPAN ALLOWABLE ALLOWABLE <br /> (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT <br /> 40 20 1. 000' TOP L/360 L/240 <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> LOAD PATTERNS (UNFACTORED LOADS) <br /> CASE SPAN SHAPE TYPE SOURCE W1 W2 X1 (FT) X2 (FT) <br /> ALL 1 UNIF DEAD FLOOR 120 . 0 PLF 0 . 000 17 . 000 <br /> ALL 1 UNIF DEAD ROOF 60. 0 PLF 0 . 000 17 . 000 <br /> +ALL 1 UNIF DEAD FLOOR 21 . 9 PLF 0 . 000 17 . 000 <br /> 1 1 UNIF LIVE ROOF 120 . 0 PLF 0 . 000 17 . 000 <br /> +1 1 UNIF LIVE FLOOR 20. 0 PLF 0 . 000 17 . 000 <br /> 2 1 UNIF LIVE FLOOR 0 . 0 PLF 0 . 000 17 . 000 <br /> 2 1 UNIF LIVE ROOF 0. 0 PLF 0 . 000 17 . 000 <br /> +2 1 UNIF LIVE FLOOR 0. 0 PLF 0. 000 17 . 000 <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FORCES : MOMENT = 11990 FT-LBS SHEAR = 2525 LBS <br /> MAXIMUM UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNEC <br />