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i P�qe�l <br /> � LOUISIANA-PACIFIC CORPORATION / WOOD-E DE9IGN 2015.2 11/09/15 10:30:22 <br /> WARNING <br /> *** THIS DESIGN IS VALID EOR 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 CODE�, .��� � �` �� <br /> INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. ` <br /> ) <br /> COMPANY: � f- �Z <br /> JOS ID: <br /> 3TATE: CODE: IBC 2009 �L� ,�/ � ��} ( � <br /> PRODUCT: 3-PLY 1-3/4" X 11-7/8" LP LVL 2900Fb-2.OE <br /> �^,i ,a l <br /> DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) <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 CONTINUOUS. " � <br /> ALLOWAHLE / WORKING STRE83 DESIGN DATA DEFLECTION � <br /> �� <br /> ----------- REACTION MOMENT 3HEAR LIVE LOAD TOTAL LOAD � <br /> --------------------------------------------------------------- <br /> ACTUAL 9053 28563 7559 0.400 0.629 � <br /> ALLOWABLE 9053 37317 14807 0.640 0.854 � <br /> STRE83 INDICES 1.00 0.77 0.51 L/384 L/244 <br /> � <br /> LOAD CA3E 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 TWO PLIES WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. <br /> FROM ONE FACE ONLY. STAGGER ROWS. FLIP HEAM AND ATTACH THE THIRD <br /> PLY WITH 2 ROWS OF 16d (3-1/2") NAILS AT 12" OC. TO THE UN-NAILED <br /> SIDE OF THE FZRST TWO PLIES. STAGGER ROWS. NAILS MAY BE COMMON OR BOX <br /> NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131". 16d SINKERS (3-1/9") <br /> MAY BE USED. <br /> NOTES <br /> *** COMPRESSION EDGE BRACING REQUIRED AT 46" O.C. OR LESS. <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 /> 13.000' <br /> TOTAL SPAN: 13.00 FT <br /> LOAD PATTERNS <br /> CASE SPAN SHAPE TYPE SOURCE LOADING W1 W2 X1 (FT) X2 (FT) <br /> ALL 1 UNIF DEAD ROOF TOP 903.3 PLF 0.000 13.000 <br />