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SABCO CONSULTING ENGINEERS INC. Title: BEVERLY PIZZA EVERETT Job # 18088 , <br />91322 34TH DRIVE S Dsgnr. KHALED SRBRA,ME,PE Date 2:31 PM, 9 OCT 18 //- <br />Description: DESIGN MEETS THE 2015 IBC STANDARDS AN " > <br />EVERETT, WASHINGTON 9$20$ SPECIFICATIONS <br />Scope: SCOPE OF WORK: 2 BEAMS ONLY <br />w c�soso3s, ver 5.8.0, t-Dec-200 <br />MCAL.0 <br />BiiB TiI Timber SSlli1 <br />Page 9 <br />-2Ct43 Engineering Software <br />beams.ecva Calculations <br />:ription**EXISTING REAM ALONG GRID D WITH NEW SUPPORT (ROOF FRAMING) <br />_ <br />iral Information <br />Base aliowables are user defined <br />Section Name 2.202 <br />Center Span 9.80 ft Lu <br />0.00 ft <br />Beam Width 3.000 in <br />Left Cantilever ft .....Lu <br />0.00 ft <br />Beam Depth 11.250 in <br />Right Cantilever ft .....Lu <br />0.00 ft <br />Member Type Sawn <br />DF#1 <br />Fb Base Allow 1,000.0 psi <br />Load Dur. Factor 1.150 <br />Fv Allow 180.0 psi <br />Beam End Fixity pin -Pin <br />Fe Allow 626.0psi <br />E 1,700.0 ksl <br />Center DL <br />178.00 #/ft <br />LL <br />297,00 #/ft <br />Left Cantilever DL <br />#/ft <br />LL <br />#/ft <br />(tight Cantilever DL <br />#/ft <br />LL <br />#/ft <br />ti tD/ttai' ! <br />Span= 9.80ft, Beata Width = 3.000in <br />x Depth=11.251n, Ends are Pin -pin <br />Max Stress Ratio <br />0.940 : 1 <br />Maximum Moment <br />57 k-ft <br />Maximum Shear * <br />1.5 <br />Allowable <br />6.1 k-ft <br />Allowable <br />Max. Positive Moment <br />5.70 k-ft at <br />4.900 ft <br />Shear: <br />Left <br />Max. Negative Moment <br />0.00 k-ft at <br />0.000 ft <br />a Right <br />Max C Left Support <br />0.00 k-ft <br />Camber: <br />( Left <br />Max C Right Support <br />0.00 k-ft <br />Center <br />Max. M allow <br />6.06 <br />Reactions... <br />@ Right <br />fb 1,081,34 psi <br />fv 103.44 psi <br />Left DL <br />0.87 k <br />Max <br />Fb 1,150.00 psi <br />Fv 207.00 psi <br />Right DL <br />0.87 k <br />Max <br />3.5 k <br />7.4 k <br />2.33 k <br />2.33 k <br />0.000 in <br />0.092 in <br />0.000In <br />2.33 k <br />2.33 k <br />Center Span... <br />Dead Wad <br />1glal Load <br />left Cantilever... <br />agad Load <br />T <br />Deflection <br />-0.061 in <br />-0.163 In <br />Deflection <br />0.000 in <br />0.000 in <br />...Location <br />4.900 ft <br />4.900 ft <br />...Length/Deft <br />0.0 <br />0.0 <br />...Length/Deft <br />1,926.5 <br />721.91 <br />Right Cantilever... <br />Camber ( using 1.6 <br />* D.L. Detl ) .... <br />Deflection <br />0.000 in <br />0.000 in <br />0 Center <br />0.092 in <br />...Length/Deft <br />0.0 <br />0.0 <br />Left <br />0.000 in <br />@ Right <br />0.000 in <br />