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May720-96 04 : 23P John Thomas Homes , Inc . 612 431 5791 P . 04 <br /> Structural Woad Carp ILL ! b11-42b-bUt>9 May 2U ,Sb 10:40 N4 -005 P.04 <br /> Page i dg <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-E DESIGN 95.2 <br /> COPWAKY: Structural Wo9d Corporetion <br /> JOB ID: THOMAS HONES 2ND CAP ABOVE DINING <br /> STATE_ ]moi CODE: ICBG <br /> PRODUCT: 2-PLY 1.760" X 11.87511 GANG-LAN LVL 2950Fb 2.OE <br /> **WARNING- DO NOT USE THIS DESIGN AFTERS 1-31-97 <br /> VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY <br /> RESPONSIBLE FOR ERRQRS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN <br /> TOOL AND SHOULD BE USED WITH EXTREME WE THAT INPUT UNIFORM AND CONCENTRATED <br /> LOADS ARE ACCURATE IN MAGNITUDE AND LOCA'T'ION. IF YOU R&VF, ANY QUESTIONS OR <br /> UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIIPICIS Y,'NGINERRYNG DEPARTMENT. <br /> DESIGN CRITERIA FOR FLOOR BEAD! <br /> ---w-r-a-----aa-rra- <br /> LIVE DEAD $PAN ALLOWABLE ALLOWABLE <br /> (FSF) (PSF) CARRIED LOADING LI, DEFLECT TL DEFLECT <br /> ----- ----- -------- --- ww-------- ---------- <br /> 40 <br /> ---------40 15 26.0000 TOP L/360 L/240 <br /> SPAN CARRIED IS NOT CONTINUOUS, <br /> STRUCTURAL GEOMETRY <br /> SPAN 1 <br /> 14.0001 <br /> TOTAL, SPAN: 14.00 FT <br /> CONNECTION <br /> 00* DESIGN ASSVMF+S COMPONENTS C4 R1 1VD ART "PI61E0 To TOP rmaz OF abM, <br /> SUCH THAT 'LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. <br /> �* ATTACH 2 SEAM PLIES WITH 2 ROWS OF 16d COMMON MAILS ON EACH FACE <br /> STAGGERED AT 1.2.00" C/C. <br /> •** COMPRESSION EDGE BRACING REQUIRE) AT 964 O.C. OR LESS. <br /> INPUT LOADS <br /> ----------- <br /> SHAPE TYPE LOADING SOURCE WS W2 X1 X2 <br /> a---r i..r.- ------- -----r aar4.rrr-_- r-}------- -------- -------- <br /> +UNxP LIVE TOP FLOOR 520 VLF 0.000f 14.0000 <br /> +VNIP DEAD TOP FLOOR 207 PLF 0.0000, 14.000' <br /> t INDICATES LOAD IB BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. ' <br /> MAXIMUM SECTION FORCB$: K014ENT - 17485 FT-LBS SHEAR - 5042 LBS <br /> MAXIMUM SUPPORT REACTIONS (LBO) <br /> - --------_. <br /> ------------- <br /> DR011i 6066 6088 SRG#2: 5088 <br /> REQUIRED BEARING SIZES (IN) <br /> -------------------------w <br /> bRGflt 1.75 BRGF2: 1.75 <br /> LIVE LOAD DEPLC. TOTAL LOAD DEFLO. <br /> SPAN P*CTUAL ALLOW. L/? ACTUAL ALLOW. L/? <br /> ---- --- .-- <br /> ------ ----- ------ <br /> A4 to A4 <br />