Laserfiche WebLink
<br />BOT AS ENGINEERING, INC. <br /> <br />Job Sunny Isles Restaurant <br /> <br />- <br />Sheet No. of <br /> <br />Consulting Engineers <br /> <br />Calculated by DBC Date 5/2010 <br /> <br />Patricia M. Botas - Florida license # 41829 <br />7875 NW 12th Street, Suite 120 - Miami, Fl33126 <br /> <br />Checked by PMB Date 5/2010 <br /> <br />Support moment DL : <br /> <br />M - I L 2 <br />SUPPDL := 9 wDL beam <br />M -I L 2 <br />5UPPLL := 9 wLL beam <br /> <br />Support moment LL : <br /> <br />Support Ultimate Moment: <br /> <br />MsupPU := 1.2' MsuPPDL + I.G' MsuPPLL <br /> <br />Support shear DL : <br /> <br />VsupportDL := 2- 'WDL Lbeam <br />VsupportLL := 2- I WLLLbeam <br /> <br />Support shear LL : <br /> <br />Ult. Shear @ support: <br /> <br />Vu := 1.2' VsupportDL + I.G' VSUpportLL <br /> <br />Diameter of proposed stirrup: <br />Bst :=3 dst:= Bst. 8- 'II dst = 0.38mAstr := 0.0122' (Bst m) 2 <br /> <br />Flexure DeSign-Bottom Reinforcement <br /> <br />Diameter of proposed bottom lonqltudlnal reinforcement: <br />Bar := 5 dr:= Bar. 8- 'm dr = O.G m Abar:= 0.0 122. (Bar m) 2 <br /> <br />Distance from exterior compressive fiber to <br />centroid of tensional reinforcement : <br /> <br />d := dt - 0.5dr - dst - cov <br /> <br />Factor /31 : <br /> <br />( fc - 4KsIJ <br />/31 := If fc < 4KsI ,0.85,0.85 - 0.05 . <br />1000pSl <br />~:= 0.9 <br /> <br />ReSistance factor <br /> <br />Remforcement ratio : <br /> <br />0.85' fc ( 2. MspanU J <br />Pact:= . I - 1- <br />fy 0.85. fc. ~ . b. d2 <br />. (0.85./31 . fc 87000PSI) <br />Pmax .= 0.75' . <br />fy 87KsI + fy <br /> <br />MaXimum relnforcmg ratio: <br /> <br />MsuPPDL = 13 Kip ft <br />MsuPPLL = 5 Kip ft <br /> <br /> <br />VsupportDL = 3 Kip <br />VsupportLL = I Kip <br /> <br /> <br />2 <br />Astr = 0.' 1 m <br /> <br />2 <br />Abar = 0.3 I m <br /> <br />/3 I = 0.78 <br /> <br />Pact = 0.00 12 <br /> <br />Pmax = 0.02G8 <br /> <br />Max. remforcement checklnq: MaxRemfCheck:= If( Pact < P max' "OK' , "error" ) 'M[~m~sgt~1::::, <br /> <br />22 <br />