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( <br /> Company : KPFF November 22, 20191 � <br /> Designer : JNC <br /> Job Number • 115067 Seaway Transit Center Full Shelter Checked By: <br /> Loads <br /> P (k) Vx(k) Vz(k) Mx(k-ft) Mz(k-ft) Overburden (psf) <br /> DL 1.58 .278 100 <br /> LL 1.92 - .336 <br /> EL .77 -7.7 <br /> WL 2.16 .29 -2.35 <br /> SL 2.4 .521 <br /> +p +Vx +Vz ("+Mx Li '+Mz +Over <br /> 11 <br /> _ -'I ' J Ft a v&w l riPECEN <br /> A D D C D C A D <br /> Soil Bearing <br /> Description Categories and Factors Gross Allow.(psf) Max Bearing(psf) Max/Allowable Ratio <br /> ` D 1 DL 3000 353.625(A) .118 <br /> D+L J 1 DL+1 LL 3000 479.625(A) .16 <br /> D+S 1 DL+1 SL • 3000 506.917(A) .169 <br /> D+.75L+.75S 1 DL+.75LL+.75SL 3000 563.094(A) .188 <br /> D+.6W 1 DL+.6WL 3000 514.125(A) .171 <br /> D-.6W 1 DL-.6WL 3000 330.542(B) .11 <br /> 1.13D+.7E 1.13DL+.7EL 3000 646.638(A) .216 <br /> 1.13D-.7E 1.13DL-.7EL 3000 561.229(B) _ .187 <br /> D+.75L+.45W+.751 DL+.75LL+.45WL+.75S.. 3000 683.469(A) .228 <br /> D+.75L-.45W+.75.1 DL+.75LL-.45WL+.75S.. 3000 442.719(A) .148 <br /> 1.1D+.525E+.75L.1.1DL+.525EL+.75LL+,.. 3000 783.737(A) .261 <br /> 1.1 D-.525E+.75L..1.1 DL-.525EL+.75LL+... 3000 551.658 (B) .184 <br /> .6D+.6W .6DL+.6WL 3000 372.675(A) .124 <br /> .6D-.6W .6DL-.6WL 3000 219.325(B) .073 <br /> .47D+.7E .47DL+.7EL 3000 488.251 (A) .163 <br /> .47D-.7E .47DL-.7EL 3000 407.968(B) .136 <br /> RISAFoot Version 4.00 [G:\...\...\...\...\...\...\Full Shelter.rft] Page 2 <br />