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� pa��l � ��� ,� <br /> LOUISIANA-PACIFIC CORPORl1TION / WOOD-� DESIGN 2015.2 11/09/15 11:02:36 <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 /> C�AN7[: <br /> JOB ID: <br /> STATB: CODE: IBC 2009 <br /> PRODUCT: 2-PLY 1-3/4" X 9-1/2" LP LVL 2900H'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 CONTINUOUS. <br /> ALLOiPABLE / iAbRICING STRESS DESI(i�1 DATA DE�CTION <br /> ----------- REACTION biO�NT SHP�R LIVE LOAD TOTAL LOAD <br /> --------------------------------------------------------------- <br /> ACTqAL 6048 14544 4981 0.367 O.S54 <br /> ALLOWABJ,E 6048 16322 7@97 0.490 0.654 <br /> STR�88 INDICES 1.00 0.89 0.63 L/321 L/212 <br /> LOAD CASE 1 1 1 1 1 <br /> **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE.BASED ON THE MAXIMUM <br /> STRESS ZNDICES 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 TFiAT 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 40" 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 /> ------------------- <br /> SPAN 1 <br /> 10.000' <br /> TOTAL SPAN: 10.00 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 400.0 PLF 0.000 10.000 <br /> +ALL 1 UNIF WEIGHT BEAM 9.5 PLF 0.000 10.000 <br />