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<br />BOTAS ENGINEERING, INC. <br /> <br />Job Sunny Isles Restaurant <br /> <br />Consulting Engineers <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 />Checked by PMB Date 5/2010 <br /> <br />3. 10. Concrete Bent - Flexural AnalysIs <br /> <br />- Materials and 5ectlon Data <br /> <br />Cross Section : <br /> <br />Width of Beam: b:= 421n <br /> <br />Concrete * Masonry: <br />Strenqth : fc := 5500pSl <br /> <br />Remforcmq Steel : <br />Yield Strength : fy:= GOKsI <br /> <br />Depth of Beam: dt:= 361n <br /> <br />Weight of <br />concrete : <br /> <br />wc := / 50pcf <br /> <br />Clear rebar <br />cover: <br /> <br />cov := 41n <br /> <br />Masonry <br />self-weight: <br /> <br />Wwall := G8pSf <br /> <br />From STAAD Data: <br /> <br />Member 2275: <br /> <br />Mspanu := '835.6 KiP' In <br /> <br /> <br />Member 228G: <br /> <br />MsupPU := -2881.5 KiP' In <br /> <br /> <br />Ult. Shear @ support: <br /> <br />Vu := 58.5Klp <br /> <br /> <br />DIameter of proposed stirrup : <br />Bst := 5 dst := Bst . 8- 'n dst = 0.G3 Ir Astr := 0.0 122 . (Bst In) 2 <br /> <br />2 <br />Astr = 0.3/ In <br /> <br />60 <br />