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$ASCO CONSULTING ENGINEERS INC. <br />11322 34TH DRIVE SE <br />EVERETT, WASHINGTON 98208 <br />Title: BEVERLY PIZZA EVERETT Job # 16088 <br />Degnr: KHALED SABRA,ME,PE Date: 2:31PM, 9 OCT fib <br />Description : DESIGN MEETS THE 2015 IBC STANDARDS AND <br />SPECIFICATIONS <br />Scope: SCOPE OF WORK: 2 BEAMS ONLY <br />1 <br />Description <br />"EXISTING 2-2X12 BEAM ALONG GRID C WITH NEW SUPPORT (ROOF PRAMfNG) <br />(WORST CASE) <br />General Information <br />Base allowabies are user defined <br />Section Name <br />2.2x12 <br />Center Span <br />9.60 ft .....Lu <br />0.00 ft <br />Beam Width <br />3.000 in <br />Left Cantilever <br />ft ...Lu <br />0.00 ft <br />Beam Depth <br />11.250 in <br />Right Cantilever <br />ft .....Lu <br />0.00 ft <br />Member Type <br />Sawn <br />DF#1 <br />Fb Base Allow <br />1,000.0 psi <br />Load Dur. Factor <br />1.150 <br />Fv Allow <br />180.0 psi <br />Beam End Fixity <br />Pin -Pin <br />Fc Allow <br />625.0 psi <br />E <br />1,700.0 ksi <br />Center <br />DL <br />116,00 #/ft <br />LL <br />194.00 #/ft <br />Left Cantilever <br />DL <br />#/ft <br />LL <br />#/ft <br />Right Cantilever <br />DL <br />#/ft <br />LL <br />#/ft <br />Summary <br />Span= 9.60ft, Beam Width = 3,000in x Depth=11.25in, Ends are Pin -Pin <br />Max Stress Ratio 0489 I <br />Maximum Moment 3.6 k-ft Maximum Shear * 1.5 <br />Allowable 6.1 k-ft Allowable <br />Max. Positive Moment <br />3.57 k-ft <br />at 4.600 ft <br />Shear: <br />Left <br />Max. Negative Moment <br />0.00 k-ft <br />at 0.000 ft <br />Right <br />Max @ Left Support <br />0.00 k-ft <br />Camber: <br />Left <br />Max Q Right Support <br />0.00 k-ft <br />@ Center <br />Max. M allow <br />6.06 <br />Reactions... <br />@ Right <br />fb 677.21 psi <br />fv <br />66,13 psi Left DL <br />0.66 k <br />Max <br />Fb 1,150.00psi <br />Fv <br />207.00 psi Right DL <br />0.66 k <br />Max <br />�DL._ eflections <br />Center Span... pg§� <br />LQg <br />t Ig�4 LeftCantilever... <br />Dead Low <br />Beam Design OK] <br />i <br />2.2 k <br />7.0 k <br />1.49 k <br />1.49 k <br />0.000 in <br />0.055 in <br />0.000 in <br />1.49 k <br />1.49 k <br />Deflection <br />4037 in <br />-0.098 in Deflection <br />0.000 in <br />O.000 in <br />...Location <br />4.800 ft <br />4.800 it ...Length/Deft <br />0.0 <br />0.0 <br />...Length/Defl <br />3,144.7 <br />1,176.74 Right Cantilever... <br />Camber ( using 1.6 • <br />D.L. Deft ) ... <br />Deflection <br />0.000 in <br />0.000 in <br />Center <br />0.065 in <br />...Length/Defi <br />0.0 <br />0.0 <br />@ Left <br />0.000 in <br />Right <br />0.000 in <br />