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eaqo 1 <br /> LOOI9IAlU-pACIB'IC COAPORASZON / 1i00D-f DLBIGN 2015.2 11/10/15 08:�1:21 <br /> WARNING <br /> *" THIS DESIGN IS VALID FOR THE PROJECT NAMED SELOW (JOB ID1 ONLY <br /> �] I <br /> ;q . `, <br /> `«• WOOD-E DE3IGN 2015.2 EXPIRES ON 3/31/2017. LP WILL MAKE AVAiLABL6 TO S <br /> ALL AEGISTERED USERS AN OPOATED VERSION OF THE WOOD-E DESIGN SOFTiiARE IN <br /> THE CONTINUING EFFYJRT TO NAINTAIN COMPLIANCE WITH CHANGING HUILDING CODES, 'G��L- <br /> INDUSTRY PRACTICES, CODE EVALOATION REPORTS AND/OR METHODS OF ANALYSIS. <br /> CCYBANI: � . . �, FI-� ���� <br /> JO6 ID: <br /> ST11T6: COD�: IHC 2009 r,,�a..`i-�. <br /> PAODOCT: 1-PLY 1-3/�" X 11-7/8" LP LVL 29001b-2.Ot - � '- ` <br /> DESIGN CRITBAIA FOR ROOF BEAM (UNFACTORED LOADS) <br /> ..... ._. . ._. _ <br /> LIVE DEAD SPAN (L) SPAN (R) ALLOWA9LE DEFLECTION <br /> (P3E) (P9F) CA[tRIED CARRIED SIqPE IAADING LZVE TOTAL <br /> _____ _____ ________ _'______ _____ _______ ._____... _______._ <br /> 30 15 0.000' 0.000' 0.00 TOP L/240 L/180 <br /> 3PAN CARRIED IS NOT CONTINUOOS. <br /> •r.*.OIPABL7 / 110RKZNG 8TAL88 D=BIGN 07�TA DZtZZCTION <br /> REACTZON K71RNT 8H671R LM L011D TOTAL LOAD <br /> ""_'__'_'_"_'_'_"'_________'_'_""""_'_"_""_""""' <br /> LCTWL 1340 618B 1180 0.5�1 0.8�7 <br /> ALLO/GeLE 1969 12�39 {936 0.9�{ 1.258 <br /> STRL88 INDICiB 0.67 0.50 0.44 L/�19 L/267 <br /> LOAD G88 1 1 1 1 1 <br /> �'** TNE AEACTION, MOMENT AND SHEP.R DATA AHOVE ARE HASED ON THE MAXIMUM <br /> ST[iES9 INDICE9 ANO MAY NOT REFLECT THE ABSOLUTE MA%IMUM ACTUALS. <br /> •••• ALLOWABLE DEFLECTION3 ARE BA3ED ON THE DE9IGN SPAN LENGTH (L) OA <br /> TfiICE THE LENGTH FOR CANTSLEVERS (2L), <br /> NOTES <br /> "+ COMPRESSION EDGE BRACING REQUIRED AT 79" O.C. OR LESS. <br /> *"* THIS LVL BEAM HAS BEEN DE9IGNED TO SUPPOAT A 300 LBS CONCENTRATED <br /> LOAD ACTZNG OVER 2.5 X 2.5 Ff (6.25 SQ.FT) <br /> 9TRUCTURAL GEOMETRY <br /> _.._____'_'__..____ <br /> 9PAN 1 <br /> 19.000' <br /> TOTAL SPAN: 19.00 ET <br /> LOAD PATTERN9 <br /> CASE SpAN SHAPE TYPE SWRCE IAADZNG W1 W2 X1 (ETJ X2 (FT) <br /> ____ ____ -____ _.._..._ .__.___ _._.__..' ____________ ______._..... _______ ._____'_ <br /> ALL 1 ONIF DEAD ROOF TOP 44.3 PLE ' 0.000 19.000 <br /> +ALL 1 UNIF 4oEIGHT BEAM 5.9 PLF 0.000 19.000 <br /> 1 1 UNIF LIVE ROOF TOP 88.7 PLF 0.000 19.000 <br /> 2 1 UNIF LIVE ROOF TOP 0.0 PLF . 0.000 19.000 <br /> 3 1 UNIF LIVE ROOF TOP 48.0 PLP 0.125 2.625 <br /> 4 1 UNIF LIVE ROOF TOP 98.0 PLF 16.375 18.875 <br /> 5 1 UNIF LIVE ROOF TOP 98.0 PLF 8.250 10.750 <br /> + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE O& DEAD LOAD P9E. <br /> SECTION FORCES <br />