Laserfiche WebLink
<br />BOlAS 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 />0.85' fc ( 2. MspanU J <br />~:= . 1 - I - Pact = 0.0012 <br />fy 0.85. fc. ~ . b. d2 <br /> <br />(0.85 . pI. fc 87000 pSI J <br />~:= 0.75' . <br />fy 87KsI + fy <br /> <br />Max. reinforcement checklnq: ~~:= If( P act < P max' "OK" , "error" ) <br />2 <br />ta.:= Pact' b. d As = 0.30 in <br /> <br />[ 3 . V fc . pSI 200 . pSI 3' V fc . pSI 200 . pSI .., 2 <br />Min. steel area: .,~~:= If fy > fy , fy. (b. d)- 1 ' fy. (b. d)- 1 ;Smln = 0.95 in <br /> <br />Reinforcement steel ~:= If( As < Asmln, If( As. I .33 < Asmln, As. 1 .33 , ASm~y~..,;W:yj <br />to provide : <br /> <br />Support shear DL : <br /> <br />...~JA..:= 2-IWDLLbeam <br />~.&.:= 2- IWLLLbeam <br />.m:= 1.2' VsupportDL + I.G' VsupportLL <br /> <br />Support shear LL : <br /> <br />Ult. Shear @ support: <br /> <br />Diameter of proposed stirrup : <br /> <br />~:= 3 ~:= Bst. 8- IlIdst = 0.381f~:= 0.0122' (Bstin)2 <br /> <br />Flexure DeSign-Bottom Reinforcement <br /> <br />Diameter of proposed bottom lonqltudmal reinforcement : <br />],ac...:= 5 ..xU:..:= Bar. 8- lin dr = O.G in ~:= 0.0122' (Bar in) 2 <br /> <br />Distance from exterior compressive ftber to A' dt 0 5d d t <br />= - r - s - cov <br />centrOid of tensional remforcement : .. <br />( fc - 4KsIJ <br />JUw:= If fc < 4KsI ,0.85 ,0.85 - 0.05 . <br />1 000 pSI <br />~:=0.9 <br /> <br />Factor ~ I : <br /> <br />ReSistance factor <br /> <br />Reinforcement ratio: <br /> <br />MaXimum reinforcing ratio: <br /> <br />Area of Steel needed : <br /> <br />No. of bars to provide: <br /> <br />(A5teelJ <br />..a...:=cetl <br />Abar <br /> <br />Rebar's size : <br /> <br />VsupportDL = 5 Kip <br />VsupportLL = I Kip <br /> <br /> <br />2 <br />Astr = O. I I in <br /> <br />2 <br />Abar = 0.3 I in <br /> <br />_.~"'--'" <br />~\f~"2T;:3:Wi <br />~~~';;%..~~.~~ <br /> <br />P I = 0.78 <br /> <br />Pmax = 0.02G8 <br /> <br /> <br /> <br /> <br />Bottom Reinf. --> 2-#5 <br /> <br />27 <br />