Laserfiche WebLink
aei2oos io:ei 425-25a-6941 <br />� <br />� <br />� 5�5� <br />LOADS: ( IGs, psf, Ar pif )� <br />Load :ype , bistr_b7tic <br />Lodtll �nou k1L'1 Alee <br />Lond2 oeaq Full Acca <br />LoaC3 CEnd PoSni <br />'Ic:hutazy F,.Cch in) <br />MAX�MUM RBACTION9 (Ibs) <br />Daatl <br />Livo <br />0' <br />LJ2 <br />5 FC <br />4pz <br />2':24 <br />1-3/9 <br />PAGE 02/02 <br />COMPANY PROJECT <br />Far Comars Evorott FeWilBuild�ng <br />�� Roof Joist � Mnrh Unil <br />32bt AB j0ia{e <br />Beam1 <br />Juty 5, 2005 t4:3Hd0 <br />Dasign Check Calcu,lutlon Shoot <br />,SSISIiet2007b ' <br />ctude Location (!t7 patcecn <br />15.00 ;21.01' <br />BEARING LENGTH$ (in) : <br />22'-4.9• <br />11-7/8" SSI 350M <br />Spaad at 24" rJq Siope: 1.2 de{�;, TM�I lenglh: 22'-0.9", <br />VS. DESIOM CODE NOS-7997: ( Ibs, Ibs•h, or in J <br />oneor 'J > ?91 Vr = 202c <br />Bending(+) - t7 � 5124 Hr = 5566 <br />Oead De41'n� 0.47 = L/u:9 <br />Live Cetl'n� 0.57 � W901 0.75 = L/360 <br />To:al Cefl'n 1.10 - L/2G5 1.12 = L/240 <br />)DITIONAL DATA: I <br />N./Hx � 7o.8'i <br />89.50 <br />97.84 <br />395 <br />SEO <br />9C5 <br />40Z9 <br />1-3/a <br />e:,c:aas: r co cn ct .^.L << cvi ce� c u+ <br />CU'�+� R/d 1.15 1.00 1.00 S.00O 1.00 :.00O S.00 S.O7 <br />� Fv' _ ❑/a l.15 1.00 1. 0 � � 2 O�P =1� � <br />- E' .= nla - . 1.00 1. 0� Z '�'.F `C7s�4����� <br />g�,ndiaqf+l: LCY 1. 7�5; M= 5.?a lbe-L. . sS�ONAL��G <br />sr.eas ; IGY 2. �-5, v= 091 lbe <br />� �a!leCtion: LCI 2 c D-5 EI= 55.0]a0E lb-1a1 C- u.6Ge06 ±n-'_b/Le ' E%PIRES 11/29� <br />� 'cotn: Ccflectioa - 1.00ICedd L ad oetlection) a:,ivo Load oetlec[Son. ..• <br />� � ID-aeAc1 L=1ive 5-enoG• w=.r r.d I-impacc C�Cons:suction CLd-concaatra:edl �l � ni- <br />I Ih:.l LC'9 nie isteC Sn ;.Te r.alysis ou[pc[1 �7 <br />� DESIGN NOTES: <br />1. Flxasn vefiy thM the dnfauk eb0eclion I mRs are appropAale Poryour opplicofivn. . <br />' 2. This analy�is is (or SSI Jaiat produt� fu i,hed 6y Sfandartl Stmdums, Ine. only. Pfoduct subsiNutions vdd lhLs anaysfa. <br />J. All campresslon edpea (lop and hottOm) mu9t be brsced st 2'-8' unle;a noted otnerw�se. P�oper ettachmeM and paskbnin0 �� 6radnp la <br />mquirod to ad�leve mranbor s!�biirty. � <br />q. No� all preduCe mey be readly , vai�abl I. Chedc whh a StandaM Slructums, Ina represenlatNe Por produd avalL�b�Wy. � � <br />5. hbment hat Dnen incroeseU for rapedl�ve membcr usage. � <br />:8. SloDed mdmber5 require full bearinp ol cll auDaorts. Do nat cue or cnnpo tne mem0er. <br />,� 7 The dpKifit p�oduct oppll�n{Ip� IOJtlS, 5{1tlf15, OPuCJfl�9 11A�F.' bGCh {110VIdM1 by Olhef6 Afitl t10Lq 110� DCCI1 ICvI(;W(',fl bY $IalIABM SINL�Uf�d� Ine <br />: . for adaquacy�. . <br />� � e 7ha aupponinp mumeor anali be aesi�7nea to suppert ihe rotal rnadion notod above. � <br />�•d � <br />i � <br />����� <br />QSD�60 50 DO i�C <br />