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% <br /> < . PgQa� 1 � . <br /> . t��=�%' <br /> LOUISIANA-PACIFIC CORPORATION / WOOD-T DE3IGN 2015.2 11/11/15 09:52:16 <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 DESICiN 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 /> JOS ID: ' <br /> STATE: CODB: IHC 2009 <br /> PRODLJCT: 2-PLY 1-3/4" R 9-1/2" LP LVL 29508'b-2.2E � <br /> i . <br /> DESIGN CRITERIA FOR ROOE BEAM (UNFACTORED LOADS) <br /> LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE DEFLECTION <br /> (PSF) (PSF) CARRIED CARRIED SLOPE LOADING LIVE TOTAL <br /> 30Y 15w 0.000' 0 000' 0.00 TOP T L/240 L/180 <br /> SPAN CARRIED IS NOT CONTINDOUS. <br /> ALLdWABI.B / i�ioDRRINf3 STRE88 DFSIGN DATA DEBLSCTION <br /> ----------- RBACTION �NT SHEAR LI�/B LQAD TOTAL LOAD <br /> ACTITAL 1161 2104 904 0.028 0.044 <br /> AI.LO�pTAHI.� 3937 16603 8035 0.369 0.492 <br /> STRESS INDIC88 0,29 0.13 0.11 L/3106 L/2007 <br /> r.oAn cAs� i i i i i <br /> **** THE REACTION, MOMENT ANA 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 OE 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 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 1 <br /> SPAN 1 ' <br /> 7.500' <br /> TOTAL SPAN: 7.50 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 100.0 PLF 0.000 7.500 <br /> +ALL 1 UNIF WEIGHT BEAM 9.5 PLF 0.000 7.500 <br />