1111 13TH ST 2018-01-02 MF Import

>,, I, 8.1 "L Square By: DELC OFooM SERVICES .DE CON SERVI91 C�S on 01 10-1998 Project JN3127 - Location: FTG "A" Summary: Size: 2.55 FT x 2.55 FT x 10.00 IN Reinforcement #4 BARS @ 12.00 IN O.C. ENV Or (3) #4 BARS ENV Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Properties: Allowable soil bearino pressure: Effective soil bearinq pressure: Concrete compressive strength: Reinforcing steel yield strength: Concreto reinforcement cover. Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing Size Selection: Required footing area: Minimum footing size required: Footing depth based on shear stresses: Selected footing depth: Effective steel depth: Punching Stress Calculations: Critical perimeter. Punching shear. Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear. Beam shear stress: Allowable beam shear stress: Bending Requirements: - Factored moment Concrete compressive block depth: Minimum Steel Requirements: PL= 5161 LB PD= 3509 LB PT= 8670 LB Pu= 13686 LB Qs= 1500 PSF Qe= 1375 PSF PC-- 2500 PSI Fy= 40000 PSI c= 3.00 IN L= 2.55 FT VV- 2.55 FT A= 6.5 SF Qu= 2105 PSF 1= 24.00 IN w= 6.00 IN Areq= 6.31 SF Lreq= 2.51 FT D= 10.00 IN d= 6.25 IN Bo= 85.00 IN Vu1= 8270 LB vu1= 19 PSI vc1= 150 PSI Vu2= 2706 LB vu2= 17 PSI vc2= 100 PSI Mu= 33833 IN -LB 3= 0.09 IN Steel required based on moment As(1)= 0.06 Minimum code required reinforcement As(2)= 0.08 Controlling reinforcing steel: As regd= 0.08 Selected reinforcement #4 BARS @ 12.00 IN. O.C. A.s= 0.20 IN2/FT IN2/FT IN2/FT IN2/FT