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1 Paqe'1 <br /> � i <br /> � LOUIBIaNA-P]1CIFIC CORPORATION / �POOD-$ DESiGN 2015.2 ii/09/15 10:45:33 <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 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 /> CQIQPANY: <br /> JOB ID: <br /> STATE: CODE: ISC 2009 <br /> PRODUCT: 2-PLY 1-3/4" X 9-1/2" LP LVL 2900�b-2.Og <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 /> ALL0�1�18I.� / OPORKING 8R'R=S8 D8SIf�T DATA DBFLECTION <br /> ----------- R�ACTION l�NT S�AR LIVE LOAD TOTAL L011D <br /> --------------------------------------------------------------- <br /> A�CTt7AL 3148 6887 2558 0.144 0.219 <br /> ALLO�►SLE 3938 16322 7897 0.444 0.592 <br /> eTR888 INDICSS 0.80 0.42 0.32 L/739 L/486 <br /> LOl1D CAS� 1 1 1 1 1 <br /> **** THE REACTION, MOMENT AND 3HEAR 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 3PAN LENGTH (L) OR <br /> TWICE THE LENGTH FOR CANTILEVERS (2L) . <br /> CONNECTION <br /> *** DESIGN ASSUME3 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 /> fiALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS <br /> WITH A MINIMUM SHANK QIAMETER OF 0.131" 16d SINKERS (3-1/9") <br /> MAY BE U3ED, 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 /> 9.000' <br /> TOTAL SPAN: 9.00 F'T <br /> LOAD PATTERNS <br /> CASE SPAN SHAPE TYPE SOURCE LOADING W1 W2 X1 (FT) X2 (FT) <br /> ---- ---- ----- ------ ------ ------- ------------ ------------ ------- ------- <br /> ALL 1 UNIF DEAD ROOF TOP 230.0 PLF 0.000 9.000 <br /> +ALL 1 UNIF WEZGHT BEAM 9.5 PLF 0.000 9.000 <br />