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Company : KPFF November 22, 2019 2.1" <br /> Designer : JNC <br /> Job Number : 115067 Seaway Transit Center Full Shelter Checked By: <br /> Overturning Check(Service) <br /> Description Categories and Factors Mo-xx(k-ft) Ms-xx(k-ft) Mo-zz(k-ft) Ms-zz(k-ft) OSF-xx OSF-zz <br /> D 1 DL .278 23.925 0 15.16 86.061 NA <br /> D+L 1 DL+1 LL .614 31.125 0 19 50.692 NA <br /> D+S 1DL+1SL .79932.925 0 19.96 41.208 NA <br /> D+.75L+.75S 1 DL+.75LL+.75SL .921 I 36.075 0 21.64 39.18 NA <br /> 0+.6W 1DL+.6WL 1.584 1 24.749 0 17.752 15.624 NA <br /> D-.6W 1 DL-.6WL 6.722 23.925 2.592 15.16 3.559 5.849 <br /> 1.13D+.7E 1.130L+.7EL 5.929 24.671 0 17.131 4.161 NA <br /> 1.13D-.7E 1.13DL-.7EL 6.243 27.035 0 17.131 4.33 NA <br /> D+.75L+.45W+.751DL+.75LL+.45WL.. 1.188 31.953 0 23.584 26.896 NA <br /> D+.75L-.45W+.75.1 DL+.75LL-.45WL.. 5.754 36.075 1.944 21.64 6.27 11.132 <br /> 1.1 D+.525E+.75L.1.1 DL+.525EL+.7.. 4.447 31.949 0 23.156 7.185 NA <br /> 1.1 D-.525E+.75L..1.1 DL-.525EL+.7.. 5.395 38.467 0 23.156 7.13 NA <br /> .6D+.6W .6DL+.6WL 1.584 16.016 0 11.688 10.111 NA <br /> .6D-.6W .6DL-.6WL 6.611 14.355 2.592 9.096 2.171 3.509 <br /> .47D+.7E .47DL+.7EL 5.929 10.262 0 7.125 1.731 NA <br /> .47D-.7E .47DL-.7EL 6.06 11.245 0 7.125 1.856 NA <br /> Mo-xx: Governing Overturning Moment about AD or BC A 1,4 `> I ✓ CV- <br /> Ms-xx: Governing Stablizing Moment about AD or BC <br /> OSF-xx: Ratio of Ms-xx to Mo-xx <br /> Sliding Check(Service) <br /> _ Description Categories and Factors Va-xx(k) Vr-xx(k) Va-zz(k) Vr-zz(k) SR-xx SR-zz <br /> D 1 DL 0 3.664 0 3.664 NA NA <br /> D+L 1 DL+1 LL 0 4.624 0 4.624 NA NA <br /> D+S 1 DL+1 SL 0 4.864 0 4.864 NA NA <br /> D+.75L+.75S 1 DL+.75LL+.75SL 0 5.284 0 5.284 NA NA <br /> D+.6W 1 DL+.6WL 0 4.312 .174 4.312 NA 24.779 <br /> 0-.6W 1 DL-.6WL 0 3.016 .174 3.016 NA 17.331 <br /> 1.13D+.7E 1.13DL+.7EL 0 4.14 :539 4.14 NA 7.681 <br /> 1.13D-.7E 1.13DL-.TEL 0 4.14 .539 4.14 NA 7.681 <br /> D+.75L+.45W+.751DL+.75LL+.45WL.. 0 5.77 .131 5.77 NA 44.212 <br /> D+.75L-.45W+.75.1 DL+.75LL-.45WL.. 0 4.798 .131 4.798 NA 36.763 <br /> 1.1 D+.525E+.75L.1.1 DL+.525EL+.7.. 0 5.65 ,404 5.65 _ NA 13.976 <br /> 1.1 D-.525E+.75L..1.1 DL-.525EL+.7.. 0 5.65 .404 5.65 NA 13.976 mm <br /> .6D+.6W .6DL+.6WL 0 2.846 .174 2.846 NA 16.357 <br /> .6D-.6W .6DL-.6WL 0 1.55 .174 1.55 NA 8.909 <br /> .47D+.7E .47DL+.7EL 0 1.722 .539 1.722 I NA 3.195 <br /> .47D-.7E .47DL-.7EL 0 1.722 .539 1.722 NA 3.1.19.5 <br /> Va-xx:Applied Lateral Force to Cause Sliding Along xx Axis �✓ <br /> Vr-xx: Resisting Lateral Force Against Sliding Along xx Axis <br /> SR-xx: Ratio of Vr-xx to Va-xx <br /> RISAFoot Version 4.00 [G:\...\...\...\...\...\...\Full Shelter.rftj Page 5 <br />