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� � - GAR DR ��J ���� <br /> :� �:�.r.: <br /> �._�r.� :� - - =;��` - <br /> , " ''`'" �'i Di.c• i.� �T ^�C�� v �1C�� 7 (1C flAinr�lln.rn f \/l <br /> TJ-8c^�d�1T"" v�.4� 5=riai hiumt;er.7u��J00�0�5 L r tiJ V 1 t.f J A 1 V 4.V G IY11L 1 V l la i!1\:/ L.V L. <br /> �E�,m+us� >>i i ;izaroo a so sa�,r� <br /> Page 1 oi 1 ' BuiIC Code 124 <br /> Tii�� PRODUCT MLETS OR EXCEEDS TNE S�7-D�SJ�N CO�ITRDLS FOr�-T�E A,'PLa�7)0�1�1�VD LOADS tiSTED <br /> Membzr Slo�e:0 Roof Slope:0 . <br /> ' � <br /> I <br /> , �I <br /> u I� <br /> 1 <br /> I `' <br /> 1�'j �;2; <br /> _� ` _ <br /> =---- --17'----- --- - <br /> hii vi�iici�Sivi�S aic iiviiZviiiBi. �ivCiuCi viay^i8�i� IS Cvi��cYivai. <br /> � i.n r�n, � � <br /> LVHVJ. <br /> Analysis for Beam Member Supporting ROOF�,pplication. Tribiitary Load Width: 1' <br /> Loads(psfl:40 Live at 125%duration, �5 Dead;and:- <br /> TYPE CLASS LNE DEAD tOCfiT10N APPLICATlOiV Ct3MMENT <br /> Uniform(plf) Ffoor(1.�Oj 520 195 0 to 12'9" P,dds to <br /> Un{�orm(pl� �oaf{.1_25) �80 68 _ 12 9"-tc� 17' -�dds to <br /> Point(Ibs.) Roof(1.25) 0 1815 12'9" Adds to ' <br /> CIIPPCIRTG• INPUT BEARING REACTIONS(Ibs:)- <br /> VVIu rH LEN�rH JU5i1ri�A�ic�N LIV�/F�EA�/fi�fiAL D�TAIL O�HEr� <br /> 1 VUll�lllll J.JVI' J,JI' LGII F'OI.G^ MJJV%LGJU�VVVU �Gl�ll f\1 Jtj JIIG�GI OUIUVf�II1lJ� <br /> � vv�U^1^ �.�v� �.��� p;y�i��C� �4�QF i�R�'� i Jr��S �2i2i1 A'; vR vh�2'Ri0Ck1^^y <br /> -Jee I�US JOISt JY''Cl:lt'Itl'C�J%tSUILUCK�J IiLJ�DCJ TQf QBLaI��S�; K I. I - <br /> nFc�r,ni r.nNr�ani c• <br /> � M,4XIML�iUI DESIGN CONTROL GONT{�OL LOGA�ION <br /> Shear(4b) 675? 5245 10640 Passed(49%) Lt_end Span 1 under Floor loading . <br /> Moment{ft-ib) 2906D 259D3 34764 Passed(77%) MlD Span 1-under Flnar loading <br /> Live Qefl.(in) 0.4'f t7 �.556 Passeci(iJ�+88) tvltG Span 1 under.Roof loading <br /> Totai uefi.(inj v.669 O.u33 Fassefl;U299j Niiv Span t under RoDi.inatiing <br /> -Deflection Crit�;is:STRNDARD(L�: U350,TL:Lt�4(1}: <br /> -8racing(Lu):Ail compress'ron ecfges(top arni bottom)must be braced at 2'8"o/c uRless detaiied otherwisa �r�opar attachment and <br /> positioniRg af Jateral bracing is requiredia�achieue member stahitit�c: ` <br /> -Design assumesadequat2 carrtin�.rousfaterat supprnt�fthe cvmpression e-dge. <br /> /1 PYnIT�/\111I�1 I�1/�TTf+i <br /> J`.iLlL.l J i V IY!lLJH V-�'C.1.-. <br /> -1MPOR7ANT! The analysis presented is outp�#from softw✓ere developed by Trus Joi�t. Trus Joist viarrarlts t�e sizing o€its�roducts by <br /> this software v�rilt t�e accomplished in accordance with Trus.loist product desig[�criteria and code accepted design values: The specific <br /> product application,input design loads, arul siated dimensions have been�rbvided by fhe softv��are user. Thisautput has not been <br /> reviewed Oy.a_Trus_Joist Associate. _ <br /> -ivoi aii products are readiiy avaiia�ie. Cne�.ic wuh your su�puer or i rus Joisi tecnn�i;ai r�reseniative for.prociuci auaiia4iiity. <br /> -THIS AfJr1LYSIS FOR TRUS JOIST PRODUCTS ONLY': PRODUCT SUBSTITUTION VOIDS THIS ANALYSiS. <br /> _Allnyy3�ile Strecc Racir���nathprinln�y N/3c ucar�fnr C`nr�a UR(`gnglv�irtrS tha�'�c tQict'Raci�anti2l FfO�UCt lictar�atipYa. <br /> -Nct^: S=2 Trus Jotst SPEviCIEP,'S;BUlLDER'S GUID�S For multiple ply Co��r2CtiC^. <br /> i rtvJ��T irv�vriiviilTiGiJ l77'Ei�H�1 VR J1VrORiViMTiO1�: <br /> No Project Information available , DFP PLANNING 8�{�ESIGN <br /> 4797 H�/Y. 10 NE ARDE�1 HiLLS,fvtiy <br /> 851-630-6889 <br /> g5�_63g_�q�� <br /> �_�__��_________�_�_____�_____ <br /> I.UFJV�II�'rll�1J[UVV L:y'I(:I�J'JIJL,Y.V�VC�JC�fI.�CU>.".:DUJ;�IC» I J-pC�I-1���J tl 11�LEF:IG�R V�1(lJJ J'.11J1. � ' � <br /> ^^,icroilam�is a registered trademark of Trus Joist �` <br /> C:\TJ Bea m1�iA\20025 i.bm <br /> , '� <br />