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May=Z0-96 04: 26P John Thomas Homes , Inc. 612 431 5791 8. 16 <br /> $tructurai Wood Corp 1tL,: 67'1-udb-b2S7y May tu.yb .iu :au No .uu.:� r . lb <br /> • page 1 /3 '� <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 9,%.2 <br /> COMPANY: StructOx41 W44d Corporation <br /> JOB 1D: P'9004 Josr go* or a 40,wr .04 a+oNMR.. <br /> STATE: MN CODE: IiCDO <br /> PRODUCT: 2—PLY 11.87511 I.PI 32 <br /> FLANO"28: 2-1/2" X 1-1/20 2100 ?b 1.8E / 3/81' OS8 WEB <br /> 44WARNINQ- DO NOT USE THIS DESIGN AFTER: 1-31-97 <br /> VERIPX 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 UNIPORK AND CONCENTRATED <br /> LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. YF YOU HAVE ANY QUESTIONS OR <br /> UNCERTAINTIEC PLEASE CONTACT LOUISIANA—PACIFIC'S ENGINEERING DEPARTMENT. <br /> DESIGN CRITERIA rOR FLOOR JOIST <br /> LIVE DEAD SAFE LOAD ALLOWABLE ALLOWABLE <br /> (PSF) (PSF) LOAD SPAC2NG SHARING SHEATHING LL DEFLECT TL DEFLECT <br /> ----- ----- ---- ------- -a------ ------------- ---r------ ---Y......r-i+. <br /> 40 15 NO 26.0 7% GLUED&NAILED L/360 L/240 <br /> BTRUCI'URAL GEOMETRY <br /> SPAN 1 SPAN 2 RIGHT CAN'T <br /> ---------- <br /> 14.0000 <br /> -----w--- <br /> 14.0000 3.300* 2.800' <br /> TOTAL SPAN: 20.00 FT <br /> �►�}* 8EARIHG 3 FOR LOAD CASE 5 HAS EXCESSIVE REACTION OF 4933 lbS <br /> STIFFENER REQUIRED <br /> *: COMPRESSION EDGE BRACING "QUZAED AT 240 O.C. OR LESS. <br /> 214PUT LOADS <br /> •-rwM-ter--r <br /> SMPR TYPE LOADTNG SOURCE w1 W2 X1 X2 <br /> y--a- w--- m.-----' w..-fes- ibffrr M..l-r M--------- ---w--w- -------- <br /> UMP TOTAL TOP ROOF 825 Plop 14.000f 20.000, <br /> UNIF DEAD Top ]ROOF 100 PL! 14.000' 204000f <br /> tUNIT 161VE TOP FLOOR $3 PLP 01000' 20,000, <br /> +UNXV DEAD TOP FLOOR 20 FLIP 0.000' 20.000' <br /> t INDICATES LOAD ISr-D ON SPACING AND INPUT LIVE OR DEAD LOAD PSF. <br /> MAXIMUM SECTION FOEtCESt MOHZNT - 3120 FT-LDS SHEAR 9433 L55 <br /> MAXIMUM SUPPORT REACTIONS (LHS) <br /> •-wf..--rtrrffw----w�r---�.r.�-.r-�� <br /> BRG#1: 443 BRG#28 2575 DR0#3: 4535 <br /> REQUIRED 9EARING SIZES (IN) <br /> -------^--------------• .N.-- <br /> BRG#ls 1.50 BRG0$: 3.50 BRG13: 3.50 <br /> LIVS LOAD DEFLC, TOTAL LOAD DEFLC. <br /> SPAN ACTUAL AIJ AW. L/? ACTUAL ALLOW. L/? <br /> rf rr ------ ------ ---i- -r---- -- <br /> 0.032 0.460 5274 O.O42 0.690 3988 <br /> 8 -0.004 0.107 9901 -0.005 0.260 $Goo <br /> R 0.022 0.200 1387 0.030 0.300 988 <br /> A4 to A4 <br />