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<br />BOlAS ENGINEERING, INC. <br /> <br />Job Sunny Isles Restaurant <br /> <br />Consulting Engineers <br /> <br />- <br />Sheet No. of <br /> <br />Patricia M. Botas - Florida license # 41829 <br />7875 NW 12th Street, Suite 120 - Miami, Fl33126 <br /> <br />Calculated by DBC Date 5/2010 <br /> <br />Checked bv PMB Date 5/2010 <br /> <br />~..:= 10- I wbeam.5W Lbeam 2 + 10- 'Wbeam.DL2 Ltrlb ,2 + VFBDL' 7.G7ft <br />MspanDL = 1 G4 Kip ft <br />.~:= 10- 'WLLLbeam2 + VFBLL' 7.G7ft <br /> <br />Bendm'3 Moments and Shear <br /> <br />Span moment DL : <br /> <br />Span moment LL : <br /> <br />Span Ultimate Moment: <br /> <br />~v'.:= 1.2' MspanDL + I.G' MspanLL <br /> <br />MspanLL = 73 Kip ft <br /> <br /> <br />~..t..oJ.v:= 2- I Wbeam.5W' Lbeam + 2- 1 Wbeam.DL2 Ltrlb I + VFBDL <br />VsupportDL = 28 Kip <br /> <br />Support shear DL : <br /> <br />Support shear LL : <br /> <br />,.y~:= 2- I WLL Lbeam + VFBLL <br />~:= 1.2' VsupportDL + I.G' VsupportLL <br /> <br />Ult. Shear @ support: <br /> <br />Diameter of proposed stirrup : <br />~ 2 <br />~:= 4 ~:= Bst. 8- Illdst = 0.5m ~:= 0.0122' (Bstm) <br /> <br />Flexure DeSign-Bottom Reinforcement <br /> <br />Diameter of proposed bottom lonqltudmal reinforcement : <br />~:= 8 ~:= Bar. 8- 'm dr = 1m ac..:= 0.0122' (Bar m) 2 <br /> <br />Distance from exterior compressive ftber to <br />centroid of tensional remforcement : <br /> <br />~:= dt - 0.5dr- dst - cov <br /> <br />Factor 13 J : <br /> <br />( fc - 4KsI) <br />~:= If fc < 4KsI ,0.85 ,0.85 - 0.05' <br />I OOOpSI <br /> <br />.!-:= 0.9 <br /> <br />0.85' fc ( 2. MspanU J <br />~:= . 1- 1- <br />fy 0.85. fc. ~ . b. d2 <br /> <br />(0.85' B I . fc 87000PSI) <br />~:= 0.75 . . <br />fy 87KsI + fy <br /> <br />ReSistance factor <br /> <br />Remforcement ratio : <br /> <br />MaXimum relnforcmg ratio: <br /> <br />Max. remforcement checking: .~*~lQtQ1~:= If( Pact < P max' "OK" , "error" ) <br /> <br />VsupportLL = 14 Kip <br /> <br /> <br />2 <br />Astr = 0.20 m <br /> <br />2 <br />Abar = 0.78 m <br /> <br />B I = 0.78 <br /> <br />Pact = 0.0137 <br /> <br />Pmax = 0.02G8 <br /> <br /> <br />35 <br />