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Company : KPFF November 22, 2019 <br /> Designer : JNC <br /> Job Number : 115067 Seaway Transit Center Narrow Shelter Checked By: <br /> Sketch <br /> .583 ft <br /> A x <br /> T <br /> A► ¢ B <br /> W <br /> 16 in <br /> w t;— ¢ <br /> w <br /> N <br /> D C <br /> � <br /> D HC <br /> 6.5 ft <br /> Details <br /> A T x B --- <br /> D Footing Elevation C <br /> z w <br /> #5@l3 in <br /> D H- C <br /> 6.5 ft <br /> Controlling x direction steel requires the following placement: <br /> Region 1 (starts at A): 0 in Steel: 0 in2(0#5 @NA) <br /> Region 2 (middle): 48 in Steel: 1.53 in2(5#5 @12 in) <br /> Region 3 (ends at B): 30 in Steel: .61 in2(2#5 @26 in) <br /> Bottom Reber Plan <br /> Geometry, Materials and Criteria <br /> Length :6.5 ft eX :0 in Gross Allow. Bearing :3000 psf(gross) Steel fy :60 ksi <br /> Width :4 ft eZ :24 in Concrete Weight :150 pcf Minimum Steel :.0018 <br /> Thickness :12 in pX :14 in Concrete fc :4 ksi Maximum Steel :.0075 <br /> Height :0 in pZ :16 in Design Code :ACI 318-05 <br /> Footing Top Bar Cover :1.5 in Overturning/Sliding SF :1 Phi for Flexure :0.9 <br /> Footing Bottom Bar Cover :3.5 in Coefficient of Friction :0.5 Phi for Shear :0.75 <br /> Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :0 k Phi for Bearing :0.65 <br /> RISAFoot Version 4.00 [G:\...\...\...1...\...\...\Narrow Shelter.rft] Page 1 <br />