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. ,' <br /> ', ` Pago 1 . <br /> , LOUI9IANA-PACIFIC CORPORATION / OPOOD-S DESIGN 2015.2 11/11/15 09:59:11 <br /> WARNING <br /> *** THIS DESIGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY <br /> *** WOOD-E DESIGN 2015.2 EXPIRES ON 3/31/2017. LP WILL MAKE AVAILABLE TO <br /> ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DESIGN SOFTWARE IN <br /> THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, <br /> INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. <br /> COMPANY: <br /> JOB ID: <br /> STATE: COD�: IHC 2009 <br /> PRODUCT: 2-PLY 1-3/4" X 9-1/2" LP LVL 29008'b-2.OE <br /> DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) <br /> ----------------------------- <br /> LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE DEFLECTION <br /> (PSF) (PSF) CARRIED CARRIED SLOPE LOADING LIVE TOTAL <br /> ----- ----- -------- -------- ----- ------- ---------- -------- <br /> 30 15 0.000' 0.000' 0.00 TOP L/240 L/180 <br /> SPAN CARRIED IS NOT CONTINUOU3. <br /> AI.LO�ABLB / iiORRING STRE88 D�SIGN DATA DBFLBCTION <br /> ----------- RaA�CTION D�D1T SH871R LIVa L011D TOTAL LOAD <br /> --------------------------------------------------------------- <br /> ACTO1►L 1949 2802 1401 0.029 0.045 <br /> ALLO�WABLE 3938 16322 7897 0.294 0.392 <br /> STRZSS INDICEB 0.49 0.17 0.18 L/2410 L/1583 <br /> LOAD CASS 1 1 1 1 1 <br /> **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM <br /> STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. <br /> **** ALLOWABLE DEFLECTIONS ARE BASED ON THE DESIGN SPAN LENGTH (L) OR <br /> TWICE THE LENGTH FOR CANTILEVERS (2L) , <br /> CONNECTION <br /> *** DESIGN ASSUMES ALL "TOP" LOADS ARE APPLIED TO TOP EDGE OF BEAM, <br /> SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. <br /> ***ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS;AT <br /> 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR <br /> HALF FROM EACH FACE. NAILS MAY BE CONa70N OR BOX NAILS <br /> WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/4") <br /> MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. <br /> NOTES <br /> *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. <br /> *** THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED <br /> LOAD ACTING OVER 2.5 X 2.5 ET (6.25 SQ.FT) <br /> STRUCTURAL GEOMETRY <br /> ------------------ <br /> SPAN 1 <br /> 6.000' <br /> TOTAL SPAN: 6.00 FT <br /> LOAQ PATTERNS <br /> CASE SPAN SHAPE TYPE SOURCE LOADING W1 W2 X1 (FT) X2 (F"f) <br /> ---- ---- ----- ------ ------ ------- ------------ -----�------ ------- ------- <br /> ALL 1 UNIF DEAD ROOF TOP 213.3 PLF 0.000 6.000 <br /> +ALL 1 UNIF WEIGHT BEAM 9.5 PLF 0.000 6.000 <br />