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" �U L I U� 1 A Ft I riu�c�i. uaaiyiiei. <br /> DESIGN SOFfWARE <br /> Address: Job Name: ^^a^na Heaa t�a�sre�oeam�o carry moa�rea n�u <br /> Project#: <br /> B1 LP-LVL 2900Fb-2.OE 1.750" X 9.250" 2-Ply - PASSED Level:Level <br /> , <br /> � <br /> � �'.8 : : : m : :� : � � : � : m : : � � <br /> O 9 1/4'. <br /> 1 SPF � <br /> 2 SPF <br /> 16'1 1/4" '�'�3 1/2„ <br /> 16'1 1!4„ <br /> Member Information Reactions Ib(Uplift) <br /> Type: Girder Application: Roof Brg Live Dead Snow Wind Const <br /> Plies: 2 Slope: 0l12 � 322 155 1214 0 0 <br /> Moisture Condition: Dry Design Method: ASD 2 322 155 142 0 0 <br /> Deflection LL: 480 Building Code: IBC 2012 <br /> Defiection TL: 240 Load Sharing: No <br /> Importance: Normal Deck: Not Checked <br /> Temperature: Temp<=100°F <br /> Bearings <br /> Bearing Input In Cap. React D/L Total Ld.Case Ld.Comb. <br /> Length Analysis Ib <br /> 1 -SPF 5.500" 1.500" 61% 155/1214 1369 L D+S <br /> Analysis Results 2-SPF 5.500" 1.500" 23% 155/348 503 L D+0.75(L <br /> Analysis Actual Location Allowed Capacity Comb. Case +5) <br /> Moment 2375 ft-Ib 5'10 11/16" 14278 ft-Ib 0.166(17%) D+0.75(L+S)L <br /> Shear 1347 Ib 1'2" 7074 Ib 0.190(19%) D+S L <br /> LL Defl inch 0.176(U1045) 7'S 1/8" 0.383(U480) 0.460(46%) 0.75(L+S) L <br /> TL Defl inch 0229(U802) 7'7" 0.766(L/240) a.300(30%) D+0.75(L+S)L <br /> Desi n Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.053",Long Term=0.080" <br /> 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not <br /> to exceed 6". <br /> 4 Refer to last page of calculations for fasteners required for spec'rfied loads. <br /> 5 Concentrated load fastener spec�cation is in addition to ha�ger fasteners'rf a hanger is <br /> present. <br /> 6 Girders are designed to be supported on the bottom edge only. <br /> 7 Top loads must be supported equally by all plies. <br /> 8 Top unbraced. <br /> 9 Bottom unbraced. <br /> 10 Lateral slenderness ratio based on single ply width. <br /> ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments <br /> Uniform 1-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 1 Point 2-0-0 Near Face 0 Ib O Ib 1356 Ib 0 Ib 0 Ib <br /> Self Weight 9 PLF <br /> Notes ManufacNrer Intc <br /> rn�s component a�arys�s �s ea:ed o� me ioaes, Louisiana-Pacific Corp <br /> geometry a�a omer 000ea�oos as emerea ey me�:er 414 Union Street,Suite 2000 <br /> aod i�scea�o m�s report. The��r�s responsible to Nashville,TN 37219 <br /> re me accurecy ot me mp�c a�a me app�cao�iay to <br /> me ua�mai�o�amo�s ot the swcwre ra wn�d�m�s (888)820-0325 <br /> component is intendea.7his analysls is vali0 only for the W W W.IpCOfp.CAffl <br /> producttisted. APA:PR-L280,ICC-ES:ESR-2403, <br /> Copyright 2076 NI nghts reservetl by Louisiena Pacific <br /> Corp.414 UNon St Sude 2000,Nashdlle,TN 37219 This design is valid until �DBS:RR-25783,Florida:FL15228 <br /> 12/31/2017 <br />