Laserfiche WebLink
' Paqa 1 <br /> LOUISIANl,-PACIFIC CORPORATION / T�OD-& DESIGN 2015.2 11/11/15 09:17:20 ; ( <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 COMPLTANCE WITH CHANGING BUILDING CODES, <br /> INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. <br /> COISPANY: <br /> JOB ID: <br /> STATE: C�E: ISC 2009 <br /> PRODUCT: 2-PLY 1-3/4" X il-7/8" LP LVL 2900H'b-2.0! <br /> DESIGN CRITERIA FOR ROOF BEAM (UNFACTORED LOADS) <br /> ----------------------------- <br /> LIVE DEAD SPAN (L) $PAN (R) ALLOWABLE DEFLECTION <br /> (PSF) (P3F) CARRIED CARRIED SLOPE LOADING LIVE TOTAL <br /> ----- ----- -------- -------- ----- ------- ---------- -------- <br /> 30 15 0.000' 0.000' 0.00 TOP L/240 L/180 <br /> SPAN CARRIED IS NOT CONTINUOUS. <br /> PiLL0�lA8L� / 1fORICIDiG STR�88 D&$IGN DATA DEL�CTION <br /> ----------- REACTION l�I�NT SHB11R LIVS LOAD TOTAL LOAD <br /> --------------------------------------------------------------- <br /> ACTUAL 5651 16451 46L7 0.309 0.469 <br /> ALLOW�SLE 5652 24878 9871 0.591 0.788 <br /> eTR888 IZIDICaB 1.00 0.66 0.47 L/459 L/302 <br /> LOAD CASE 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 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 CONII+ION OR BOX NAILS <br /> WITH A MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS (3-1/9'") <br /> MAY BE USED, BUT HALF MUST BE DRIVEN FROM EACH FACE. <br /> NOTES <br /> *** COMPRESSION EDGE BRACING REQUIRED AT 57" 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 /> S PAN 1 <br /> 12.000' <br /> TOTAL SPAN: 12.00 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 310.0 PLF 0.000 12.000 <br /> +ALL 1 UNIF WEIGHT BEAM 11.9 PLF 0.000 12.000 <br />