7505 SEAWAY BLVD BUS SHELTER 1 2021-06-10

Company : KPFF November 22, 2019 / Designer : JNC Job Number : 115067 Seaway Transit Center Narrow Shelter Checked By: Footing Flexure Design (Bottom Bars) As-min x-dir(Top Flexure): 2.6 inA2 As-min x-dir(T& S): 1.685 inA2 As-min z-dir(Top Flexure): 1.6 inA2 As-min z-dir(T& S): 1.037 inA2 As-min x-dir(Bot Flexure): 2.6 inA2 As-min z-dir(Bot Flexure): 1.6 inA2 z-Dir As z-Dir As x-Dir As x-Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Description Categories and Factors UC Max (k-ft) (In^2) (inA2) UC Max (k-ft) (inA2) (in^2) 1.4D 1.4DL .0015 .06 I .002 1.227 I .00301 .22 .006 2.148 1.2D+1.6S+0.5W1.2DL+1.6SL+.5WL .00512 .22 .006 1.227 I .0092 .68 .019 2.148 1.2D+1.6S-.5W 1.2DL+1.6SL-.SWL .02006 .85 .024 1.227 .0063 .46 .013 2.148 1.2D+1.0W+0.5S 1.2DL+1WL+.5SL .0046 .19 .005 1.227 I .0071 .52 .015 2.148 .2D-1.0W+0.5S 1.2DL-1 WL+.5SL .03736 1.58 .045 1.227 .00129 .09 .003 2.148 .2D+1.0E+0.2S 1.2DL+1EL+.2SL .00386 .16 .005 1.227 .00323 .24 .007 2.148 1.2D-1.0E+0.28 1.2DL-1 EL+.2SL .079 3.34 .094 1.227 .00323 .24 .007 2.148 0.9D+1.0W .9DL+1 WL .00348 .15 .004 1.227 .00484 .36 .01 2.148 0.9D-1.OW ,9DL-1WL .03681 1.56 .044 1.227 0 0 0 2.148 1.39D+1.0E+L+0.1.39DL+1 EL+ILL+... .00535 .23 .006 1.227 .00622 .46 .013 2.148 1.39D-1.0E+L+0.1.39DL-1 EL+ILL+... .07973 3.37 .095 1.227 .00622 .46 .013 2.148 0.71 D+1.0E .71 DL+I EL .00325 .14 .004 1.227 .00153 .11 .003 2.148 .71D-1.0E .71DL-1EL .07859 3.32 .094 1.227 .00153 .11 .003 2.148 Footing Flexure Design(Top Bars) Description Categories and Factors Mu-xx(k-ft) z Dir As(in2) Mu-zz(k-ft) x Dir As(in2) SW+OB I SW+1 GB-(0.71 D+1.OE,0.71 D+1.0 ) 5.033 0 I .171 L 0 Moment Capacity of Plain Concrete Section Along xx and zz= 11.595k-ft,18.842k-ft Per Chapter 22 of ACI 318. Footing Shear Check Two Way(Punching)Vc: 150.912 k One Way(x Dir. Cut)Vc 47.814 k One Way(z Dir.Cut)Vc: 77.697 k Punching x Dir.Cut z Dir. Cut Description Categories and Factors Vu(k) Vu/jWc Vu(k) Vui0Vc Vu(k) Vul zsVc 1.4D 1.4DL .578 .005 .144 .004 .168 .003 I.2D+1.6S+0.5W 1.2DL+1.6SL+.5WL 1.673 .015 .222 .006 .514 .009 1.2D+1.6S-.5W 1.2DL+1.6SL-.SWLa -w 1.303 .012 .52 .014 .352 .006 1.2D+1.0W+0.5S 1.2DL+1 WL+.SSL 1.176 .01 .097 .003 .397 .007 1.2D-1 AW+0.5S 1.2DL-1 WL+.SSL .435 .004 .499 .014 .072 .001 I.2D+1.OE+0.2S 1.2DL+1 EL+.2SL .223 .002 .768 .021 .18 .003 1.2D-1,0E+0.2S 1.2DL-1EL+.2SL 1.016 .009 1.077 .03 .18 .003 �0.9D+1.0W .9DL+1 WL .742 .007 .205 .006 .271 .005 0.9D-1.0W .9DL-1 WL .000994861 0 .391 .011 .054 0 i 1.39D+1.OE+L+0..1.39DL+1 EL+ILL+.2SL .797 .007 .625 .017 .348 .006 _1.39D-1.0E+L+0...1.39DL-1 EL+1 LL+.2SL 1.591 .014 1.22 .034 .348 .006 0.71 D+1.0E .71 DL+1 EL NA NA .91 .025 .085 .001 .71 D-1.0E .71 DL-1 EL .69 .006 .996 .028 .085 .001 1 RISAFoot Version 4.00 [G:1...1...\.,.1...1...\...1Narrow Sholter.rft] Page 4 1 I i