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Paqa 1 <br /> LOUIBIANA-nwCiPIC COttPon7�2xON /WOOD-s D�BIGN 2015.2 11/09/15 13:17:16 <br /> WARNING <br /> ••• THIS �E3IGN IS VALID FOR THE PROJECT NAMED BELOW (JOB ID) ONLY <br /> ••• YlOOD-E DESIGN 2015.2 EXPIRES ON 3/31/2017. LP WILL MAI�AVAILABLE TO �� <br /> ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DE3IGW 30FTWARE IN ��� <br /> THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGINC'BUILDING C006S, � <br /> INDU3TAY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. �� <br /> C011P7�Nt: ... � <br /> JOH I�: � <br /> BTI�Ti: C�: IBC 2009 <br /> BRODOCT: 1-PLY 11-7/8^ LPI 32Plua <br /> DESIGN CRZTERIA FOR ROOF JOIST (UNFACTORED I,OAD3) <br /> . ___... ..._...________'______ _ <br /> LIVE DEAD ALIAWAHLE DEFLECTION , � .-. . � <br /> (PSF) (PSF) SPACING SLOPE LIVE TOTAL <br /> .____. ____' '_'_'__ _____ _________. __'._____ <br /> 65 15 24.0 0.25 L/290 L/180 <br /> LIVE LOAD NORMAL TO BEAM - 69.97 P9F DEAD LOAD NORMAL TO BEAM - 15.00 PSF <br /> ��.�.�� I���N'.8TAi88 OL8IQ7 OATl1 DL)'LEClION <br /> "__"_'_" Ri11CTI011 [I�iRNT 9�M LIVi IAhD ROTJIL LOAD <br /> ___'_""_'__"______'_______'_'_""'__'_'_"_"'_""________ <br /> ACTCUL 1167 C115 1215 -0.161 -0.198 <br /> ALI.OWABI.z 1413 5863 1836 0.250 0.333 <br /> 911tC83 IT7DICC9 0.96 0.70 0.65 2L/37l 2L/301 <br /> LOAD GSi 1 1 1 1 1 <br /> ' •'� THE REACTION� MOMENT AND SHEAR OATA ABOVE ARE BA3ED ON THE MAXIMUM <br /> STRE35 INDICES AND MAY NOT REFLECT THE ABSOLU'fE MAXIMUM ACTUALS. <br /> "�' ALLOWABLE DEFLECTZONS ARE BASED ON THE DESZGN SPAN LENGTH (L) OR <br /> TWZCE THE LENGTH FOR CANTILEVERS (2L). <br /> NOTES <br /> •*' APPLIED LOADS OV6R END BEARING AND LOADS E%CEEDING 250 LBS <br /> OVEft INTERMEDIATE BEAAING MU9T BE TRANSFERED DIEtECTLY TO <br /> SUPPORT HY RIN BOARD, BIACKING, SQUASH BLOCK3 OR OTNER DEVICE. <br /> •`• COMPRE991ON EDGE B[tACING iiEQUIRED AT 54" O.C. OR LE9S. <br /> "* THI$ LPI JOIST HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTAATED <br /> LOAD ACTING OVER 2.5 X 2.5 t'1' (6.25 SQ.ET) <br /> STRUCTURAL GEOMETRY <br /> 3PAN 1 RIGHT CANT <br /> 15.000' 2.500' <br /> TOTAL SPAN: 17.50 ET SLOpE LENGTH: 17.50 FT MIN REQ STOCK LENGTH: 17.52 Ff <br /> LOAD PATTERNS . <br /> CASE SPAN SHAPE TYPE SWRCE LOADING W1 W2 X1 (FT) X2 (ET) <br /> +ALL 1 UNIF DEAD ROOF TOP 30.0 PLF 0.000 15.000 <br /> rALL R UNIF DEAD ROOF TOP 30.0 PLF 0.000 2.500 <br /> +1 1 UNIF LIVE ROOF TOP 130.0 PLF 0.000 15.000 <br /> +I R ONIF LIVE ROOF TOP 130.0 PLF 0.000 2.500 <br /> +2 1 UNIF LIVE R�F TOP 0.0 PLF 0.000 15.000 <br /> +2 R UNIF LIVE ROOF TOP 0.0 PLF 0.000 2.500 <br /> 3 1 UNIE LIVE ROOF TOP 96.0 PLF 0.125 2.625 <br />