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i p�� �� , �t,�•` <br /> � LOUI3IANA-PACIFZC CORPORATION / WOOD-S DESIGN 2015.2 11/09/15 10:33:33 <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 DES2GN SOFTWARE IN <br /> THE CONTINUING EFFORT TO MAINTATN COMPLIANCE WITH CHANGING BUILDING CODES, <br /> INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. <br /> C�LdPANY: <br /> JOH ID: <br /> BTATS: CODB: IHC 2009 <br /> PRODUCT: 2-PLY 1-3/4" X 9-1/2'� LP LVL 2900Fb-2.08 <br /> DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) <br /> LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE DEFLECTION <br /> (PSF) (P3F) 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 CONTINUOUS. <br /> ALIA9f)18LE / �ORpCINfi 3TRE88 DSSIGN DATA DEFLECTION <br /> ----------- RBACTION �NT 8H8AR LIV& L011D TOTAL LOAD <br /> --------------------------------------------------------------- <br /> ACTIJAL 4154 5959 2974 0.063 0.095 <br /> AI�LOWAHLE 4154 16322 7897 0.293 0.391 <br /> STRE88 INDIC�B 1.00 0.37 0.38 L/1125 L/ti45 <br /> LOAD CASB 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 AB30LUTE 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 DI3TRIBUTED 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 COMMON 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 FT (6.25 SQ.FT) <br /> STRUCTURAL GEOMETRY <br /> SPAN 1 <br /> 6.000' <br /> TOTAL SPAN: 6.00 FT <br /> LOAD PATTERNS <br /> CASE SPAN SHAPE TYPE SOURCE LOADING W1 W2 X1 (FT) X2 (FT) <br /> ---- ---- ----- ------ ------ ------- ------------ ------------ ------- ------- <br /> ALL 1 UNIF DEAD ROOF TOP 443.3 PLF 0.000 6.000 <br /> ALL 1 UNIF DEAD ROOF TOP 15.0 PLF ; 0.000 6.000 <br />