Laserfiche WebLink
May,-20-96 04: 258 John Thomas Homes , Inc. 612 431 5791 8. 14 <br /> Structural woos corp ILL; FLOW dv .Vc tv ;av rvo •vva r- . L" <br /> Page 1 is it <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 <br /> CQMPhNYi StrUq;tmra1 Wood Corporation <br /> JOB ID: THOMAS HOMES FLUSH LOWER LEVEL <br /> STATE: HN CODE: ICSO <br /> PRODUCT: 3-PLY 1.750" X 14.000" GANG-LAM LVL 299OFb 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 El;YtOR$ RE:tLtLTING FROM WRONG INPUT, THIS PROGRAM IS A DESIGN <br /> TOOL, AHD SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED <br /> LOADS ARE A=PATE IN MAGNITUDE ASD LOCATION. IF YOU HAVE ANY QUESTIONS dR <br /> UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S RNGINEERINC DEPARTMENT. <br /> DESIGN MITERIA 1POR FLOOR BEAM <br /> -----------------M <br /> LIVE DEAD SPAN ALLOWABLE ALLOWABLE <br /> (PSF) (PSF) CARRIED LOADING LL DEFLECT TL DEFLECT <br /> --- - ----- --------- ------- -w-------- ---------- <br /> 40 15 34.0001 STDR L/360 L/240 <br /> SPAN CARRIED 13 NOT CONTINUOUS, <br /> STRUCTURAL GEOMETRY <br /> ------------------- <br /> SPAR------------------ <br /> SPAN 1 <br /> 16.500# <br /> T016%L SPAN t 16.50 FT <br /> CONNECTION <br /> ---------- <br /> ATTACH <br /> --------- <br /> ATTACH 2 BEAR PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH PACE <br /> STAGGR=b A'1' 12.00" 01C. <br /> 4** ATTACH ADDITIONAL PLIES TO ALTERNATE FACES OF THE pIRST Two PLIES, <br /> AS REQUIRE00 WITH 3 ROWS OF 16d COMMON NAILS STAGGERED AT <br /> 6.00- C/C. <br /> *** COMPRESSION EDGE BRACING REQUIRED AT 960 O.C. OR LESS. <br /> INPUT LOADS <br /> r <br /> SHAPB TYPE LOADING SOURCE w1 X12 Xi X2 <br /> 10.r--- ---- ------- ------ ---------- --------- P -------- ------- <br /> +ONIF LIVE SIDE FLOOR 680 PLF 0.000• 16.5004 <br /> +UNIF DEAD SIDE FLOOR 276 PLY 0.0001 16.500' <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. <br /> XAXICKLYM SECTION! FORC : MOMENT - 31395 PT-2,89 SHRAR •• 774$ LBS <br /> MAXIMUM SUPPORT REACTIONS (LBO) <br /> -----l-----------r------------r <br /> HRQ#j% 7687 BRG#2: 7867 <br /> REQUIRED B'EARIN+G SIZES (IN) <br /> ------------------r-------- <br /> bRG;11: 3.50 00#2t 3.50 <br /> LIVE LOUD DRFLC. TOTAL LOAD DEFLC. <br /> SPAN ACTUAL ALLOW. L/7 ACTUAL ALLOW. L/'? <br /> ------ ----- .'----! ---SFT- ----- <br /> A4 to A4 <br />