Laserfiche WebLink
3 <br /> � S�1BC0 CONSULTING ENGINEERS INC. Title: LEISTIKOW RESIDENCE REMODEL Job#201223 <br /> � 11322 34th. DRIVE S.E. Dsgnr. KHALED SABRA, PE Date: 7:55PM, 1a JUL 12 <br /> Description :DESIGN MEE7S THE 2003 IBC AND TH[2005 NDS <br /> EVERETT,WASHINGTON 98208 SPECIFICATIONS <br /> SABCOENGINEERS.COM Scope: SCOPE OF WORK� 2 BEAMS <br /> W�.� �,noeo-+ <br /> use� nw�ad�ae v�,see i-o��-_wa Ci@Il@f7� TII'Tlb@� g28fT1 =o:;,,_.�c.;�-�..�,u-s <br /> � 1�93'lJJ[NERCALCEr��n , np5c xa•r <br /> Description BEAM AT HALLWAY(R.00F FRAMING) <br /> General Information Code Ref 19972001 NDS, 200012003 IBC.2003 NPPA 5000 Base allowables are user def�ned ' <br /> SectionName 2-2x8 CenterSpan 6.00ft . . . . .L•i O.00ft <br /> Beam Width 3.00Oin LeftCantilever fl . . . . .Lu 090 ft <br /> Beam Depth 7250 in Right Cantilever ft . . . . .Lu 0.00 ft <br /> Member Type Sawn Hem Fir, No.2 <br /> Fb Base Allow 850A psi <br /> Load Dur. Factor : 150 Fv Allow 150D psi <br /> BeamEndFziry P��mPin FcAllow 405Dpsi <br /> E 1,30D 0 ksi <br /> Point Loads <br /> n�s,00,mm-•a_�,�s•.�- �__.:.-�-.��.r.�. .,. -.. ..:-_..-��•:_-,,,r�-.�---__.-.,.-•-=:..�c::s' <br /> Deatl Load 345.0 Ibs 345.0 Ibs 345.0 Ibs Ibs Ibs Ibs Ibs <br /> Live Load 575.0 Ibs 575.0 Ibs 575.0 Ibs Ibs Ibs Ibs Ibs <br /> ...distance 1.00Oft 3.00Oft 5.00ON O.00Oft O.00Jk O.00Oft O.00Oft <br /> � Summary Beam Design OK <br /> l:..os�a <br /> Span=6.00fL Beam Width=3.00Oin x Depth=725in.Ends are Pin-Pin <br /> Max Stress Ratio 0895 ; � <br /> Maximum Moment 2.3 k-fl Maximum Shear' 1.5 Z.i k <br /> Allowable z s k•fl Allowable 3,8 k <br /> Max.Positive Moment 2.30k-ft al 3.000 ft Shear� @ Left 1.38k <br /> Maz. Negative Mument 0.00 k-ft at 0.000 R @ Right 1.38 k <br /> Maz @ Lett Support 0.00 k-ft Camber. @ LeR O.00Oin <br /> Max C Right Support 0.00 k-ft @ Center OD"a4 in <br /> @ Righl O.00Oin <br /> Maz. M allow 2�5� Reactions .. <br /> Ib 1.050.18 psi fv 95.17 psi Left DL 0.52 k Maz 1.38 k <br /> Fb 1.773.00 psi Fv 172.50 psi Right DL 0.52 k Maz_ __ 1.38 k <br /> Deflections �+ <br /> ..T.:, <br /> Center Span... Dead Loatl Total Load Lek Cantilevec.. Dead Load Total Load <br /> DeOeclion -0.043 in -0.113 in Deflection 0.000 in 0.000 in <br /> ..Location 3.00Oft 3.00OR ._Length/pefl 0.0 0.0 <br /> ..LengthlDefl 1.693A 635.01 RightCantilever... <br /> Camber�using 1.5'D.L.Dell�... Deflection 0.000 in 0.000 in <br /> �`a'�, Center 0.064 m ...LenglhlDefl 0.0 OD <br /> .�i LeR 0.000 in <br /> �� Riqht � 0.000 in <br /> StfCSS CdICS g <br /> �� <br /> � Bending Analysis <br /> Ck 29.576 Le 0.000 ft Sxx 2G287 in3 Area 21.750 in2 <br /> Cf 1.200 Rb 0.000 CI 1380.000 <br /> Max Moment Szx Rea'd Allowable Po <br /> @ Center 2 30 k-ft 23.53 in3 1.773.00 psi <br /> @ Left Support 0.00 k-ft 0.00 m3 1.77390 psi <br /> (g Right Support 0.00 k-ft OAO in3 7J73.00 psi <br /> Shcar Analysis �d Lefl Support @ Righl Support <br /> Design Shear 2.07 k 2.07 k <br /> Frea Required 12.000 '�2 12.000 in2 <br /> W. Allowable 172.50 psi 172.50 psi <br /> Bearinc�@ Supports <br /> Max Left Reaction 1.38 k Beanng Length Req'd 1 136 m <br /> �dax RigM ReacUon 1.38 k �ea'�ng Length Req'd 1 »� '��� <br /> ���� ` � � / <br />