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Square <br />E, <br />VSDECON SERVICES <br />1ICONSER857 <br />JN3127 -Location: FTG BC":DELC <br />on: 0110-1998Project <br />Summary: <br />Size: 1.6 FT x 1.6 FT x 10.00 IN <br />Reinforcement: #4 BARS @ 6.60 IN O.C. EIW Or (2) #4 BARS ENV <br />Footing Loads: <br />Live Load: <br />PL= <br />1994 <br />LB <br />Dead Load: <br />PD= <br />1386 <br />LB <br />Total Load: <br />PT= <br />3380 <br />LB <br />Ultimate factored load: <br />Pu= <br />5330 <br />LB <br />Footing Properties: <br />Allowable soil bearing pressure: <br />Qs= <br />1500 <br />PSF <br />Effective soil bearing pressure: <br />Qe= <br />1375 <br />PSF <br />Concrete compressive strength: <br />F'c= <br />2500 <br />PSI <br />Reinforcing steel yield strength: <br />Fy= <br />40000 <br />PSI <br />Concrete reinforcement cover. <br />c= <br />3.00 <br />IN <br />Selected Size: <br />Length: <br />L= <br />1.6 <br />FT <br />Width: <br />W= <br />1.6 <br />FT <br />Area: <br />Ultimate bearing pressure: <br />A= <br />Qu= <br />2.56 <br />2082 <br />SF <br />PSF <br />Column Base Dimensions: <br />Length: <br />Width: <br />1= <br />19.00 <br />IN <br />Footing Size Selection: <br />w= <br />6.00 <br />IN <br />Required footing area: <br />Areq= <br />2.46 <br />SF <br />Minimum footing size required: <br />Lreq= <br />1.57 <br />FT <br />Footing depth based on shear stresses: <br />Selected footing depth: <br />D= <br />10.00 <br />IN <br />Effective steel depth: <br />Punching Stress Calculations: <br />d= <br />6.25 <br />IN <br />Critical perimeter. <br />Bo= <br />75.00 <br />IN <br />Punching shear. <br />Vu1= <br />858 <br />LB <br />Punching shear stress: <br />vu1= <br />2 <br />PSI <br />Allowable punching shear stress: <br />Vol= <br />163 <br />PSI <br />Beam shear stress calculabons: <br />Beam shear. <br />Vu2= <br />97 <br />LB <br />Beam shear stress: <br />vu2= <br />1 <br />PSI <br />Allowable beam shear stress: <br />vc2= <br />100 <br />PSI <br />Bending Requirements: <br />Factored moment: <br />Mu= <br />6047 <br />IN -LB <br />Concrete compressive block depth: <br />a= <br />0.03 <br />IN <br />Minimum Steel Requirements: <br />Steel required based on moment: <br />As(1)= <br />0.02 <br />IN21FT <br />Minimum code required reinforcement <br />As(2)= <br />0.02 <br />IN2/FT <br />Controlling reinforcing steel: <br />As regd= <br />0.02 <br />IN2/FT <br />Selected reinforcement: #4 BARS @ 6.60 IN. <br />O.C. <br />tOS71 <br />Srorr�u.E'�i' i, <br />As= 0.36 IN2/FT <br />.f <br />