Laserfiche WebLink
Company : KPFF November 22, 2019 '\ <br /> Designer : JNC <br /> Job Number : 115067 Seaway Transit Center Full Shelter Checked By: <br /> Footing Flexure Design (Bottom Bars) <br /> As-min x-dir(Top Flexure): 1.95 inA2 As-min x-dir(T&S): 1.555 inA2 <br /> As-min z-dir(Top Flexure): 1.3 inA2 As-min z-dir(T&S): 1.037 inA2 <br /> As-min x-dir(Bot Flexure): 1.95 inA2 <br /> As-min z-dir(Bot Flexure): 1.3 inA2 <br /> z-Dir As z-Dir As x-Dir As x-Dir As <br /> Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided <br /> Description Categories and Factors UC Max (k-ft) (inA2) (inA2) UC Max (k-ft) (inA2) (inA2)� <br /> 1.4D 1.4DL .0185 .78 .022 1.227 .00754 .55 .016 2.148 <br /> 1.2D+1.6S+0.5W1.2DL+1.6SL+.5WL .04364 1.84 .052 1.227 .02324 1.71 .048 2.148 <br /> 1.2D+1.6S-0.5VJ 1.2DL+1.6SL-.5WL .0554 2.34 .066 1.227 .01588 1.17 { .033 2.148 <br /> 1.2D+1.0W+0.5S 1.2DL+1 WL+.5SL .02811 1.19 .034 1.227 .01792 1.32 ,037 2.148 <br /> 1.20-1.0W+0.5S 1.2DL-1WL+.5SL .03813 1.61 .045 1.227 .00319 .23 .007 2.148 <br /> 1,390+1.0E+0.2S1.39DL+1 EL+.2SL .03052 1.29 .036 1.227 .00913 .67 .019 2.148 <br /> 1.39D-1.0E+0.2S 1.39DL-1EL+.2SL .10619 4.49 .127 1.227 .00913 .67 .019 2.148 <br /> 0.71 D+1 AE .71 DL+1 EL .02841 1.2 .034 1.227 .00383 .28 .008 2.148 <br /> 0.71 D-1.0E .71 DL-1 EL .09815 4.15 .117 1.227 .00383 .28 .008 2.148 <br /> Footing Flexure Design (Top Bars) <br /> Description Categories and Factors Mu-xx(k-ft) z Dir As(in2) Mu-zz(k-ft) x Dir As(in2) <br /> SW+OB 1 SW+1 OB-(0.71 D+1.0E,0.71 D+1.00) 3.532 0 .155 0 <br /> Moment Capacity of Plain Concrete Section Along xx and zz= 11.595k-ft,17.393k-ft Per Chapter 22 of ACI 318. <br /> Footing Shear Check <br /> Two Way(Punching)Vc: 222.134 k One Way(x Dir. Cut)Vc 47.814 k One Way(z Dir. Cut)Vc: 71.72 k <br /> Punching x Dir. Cut z Dir. Cut <br /> Description Categories and Factors Vu(k) Vu/OVc Vu(k) Vu/OVc Vu(k Vu/pVc <br /> 1.4D 11.4DL 1.67 .01 .458 .013 .421 .008 <br /> 1.2D+1.6S+0.5W 1.2DL+1.6SL+.5WL 5,072 .03 1.111 .031 1.296 .024 <br /> 1.2D+1.6S-0.5W 1.2DL+1.6SL-.5WL 3.604 .022 1.336 .037 .885 .016 <br /> 1.2D+1.OW+0.5S 1.2DL+1WL+.5SL 3.808 .023 .913 .025 .999 .019_ <br /> 1.2D-1.0W+0.5S 1.2DL-1WL+.5SL .871 .005 .878 .024 .178 .003 <br /> 1.39D+1.OE+0.2 1.39DL+1 EL+.2SL 1.567 .009 1.328 .037 .509 .009 <br /> 1.39D-1.0E+0.2 1.3901.-1 EL+.2SL 2.475 .015 2.446 .068 .509 .009 <br /> 0.71 D+1.0E .71 DL+1 EL .53 .003 1.427 .04 .213 .004 <br /> 0.71 D-1.0E .71 DL-1 EL 1.432 .009 2.227 .062 .213 .004 <br /> • <br /> Concrete Bearing Check(Vertical Loads Only) <br /> Bearing Bc: 2475.2 k <br /> Description Categories and Factors Bearing Bu (19__ Bearin Bu/g Bc <br /> 1.4D 1.4DL 2.212 .001 <br /> 1.2D+1.6S+0.5 W 1.2DL+1.6SL+.SWL 6.816 .004 <br /> I.2D W+1.6S-0.5 1.2DL+1.6SL-.SWL 4.656 .003 <br /> 1.2D+1.0W+0.5 1.2DL+1 WL+.5SL 5.256 .003 <br /> 1.2D-1 AW+0.5S 1.2DL-1 WL+.5SL 936 0 <br /> 1.39D+1.0E+0.2S 1.39DL+1EL+.2SL 2.676 .002 ,_�..... i <br /> 1.39D-1.0E+0.2$ 1.39DL-1EL+.2SL 2.676 .002 .._ <br /> 0.71 D+1.OE .71 DL+1 EL 1.122 0 <br /> 0.71D-1.0E .71DL-1EL 1.122 0 <br /> RISAFoot Version 4.00 Shelter.rft] Page 4 <br /> 1 <br />