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UNIFORM AND POINT LOAD ON CONTINUOUS FOOTING
<br />Footing Width (FW) =
<br />Footing Depth (FD) =
<br />Soil Bearing (SB) =
<br />Max. Soil Bearing =
<br />Pla in Concrete Design :
<br />F'c=
<br />Tension Fb =
<br />Procedures :
<br />12 in
<br />12 in
<br />1 ,500 psf
<br />1 ,500 psf
<br />2 ,500 psi
<br />80 ps i
<br />Fsoil = ((D-FD)/12*1D)+SB
<br />F'soil = Fsoii-(D/12*(150-110))
<br />w = W *F'soil/12
<br />w (")
<br />12 X
<br />12 X
<br />15 X
<br />18 X
<br />21 X
<br />24 X
<br />12 X
<br />15 X
<br />18 X
<br />21 X
<br />24 X
<br />12 X
<br />15 X
<br />18 X
<br />21 X
<br />24 X
<br />12 X
<br />15 X
<br />18 X
<br />21 X
<br />24 X
<br />12 X
<br />15 X
<br />18 X
<br />21 X
<br />24 X
<br />30 X
<br />M = Fb*W*d"2/12"/6
<br />L = (2*M/w)"1 /2
<br />Pmax = 2*L*w
<br />D (") Fsoil (psf) F'soil (psf)
<br />5 1 ,500 1 ,483
<br />12 1,500 1 ,460
<br />12 1 ,500 1,460
<br />12 1 ,500 1,460
<br />12 1 ,500 1,460
<br />12 1 ,500 1,460
<br />15 1 ,500 1,450
<br />15 1,500 1 ,450
<br />15 1,500 1,450
<br />15 1,500 1,450
<br />15 1,500 1,450
<br />18 1,500 1,440
<br />18 1,500 1,440
<br />18 1,500 1,440
<br />18 1,500 1,440
<br />18 1,500 1,440
<br />21 1,500 1,430
<br />21 1,500 1,430
<br />21 1,500 1,430
<br />21 1,500 1,430
<br />21 1,500 1 ,430
<br />24 1,500 1,420
<br />24 1,500 1 ,420
<br />24 1,500 1,420
<br />24 1,500 1,420
<br />24 1,500 1,420
<br />24 1,500 1,420
<br />Soil Density =
<br />Concrete Density =
<br />Inc. Width (IW) =
<br />Inc. Depth (ID) =
<br />w {#/ft} M ('#)
<br />1,483 333
<br />1,460 1,920
<br />1,825 2400
<br />2 ,190 2 ,880
<br />2 ,555 3 ,360
<br />2 ,920 3,840
<br />1 ,450 3 ,000
<br />1 ,813 3 ,750
<br />2 ,175 4 ,500
<br />2 ,538 5,250
<br />2 ,900 6 ,000
<br />1,440 4 ,320
<br />1,800 5,400
<br />2 ,160 6,480
<br />2 ,520 7 ,560
<br />2 ,880 8 ,640
<br />1,430 5 ,880
<br />1,788 7 ,350
<br />2 ,145 8 ,820
<br />2 503 10 ,290
<br />2 ,860 11 ,760
<br />1,420 7 ,680
<br />1,775 9 ,600
<br />2 ,130 11 ,520
<br />2 ,485 13 ,440
<br />2 ,840 15 ,360
<br />3 ,550 19 ,200
<br />110 pet
<br />150 pet
<br />0 psf
<br />0 psf
<br />L (ft) Pmax {#}
<br />0 .67 1,989
<br />1.62 4 ,736
<br />1.62 5 ,919
<br />1 .62 7 ,103
<br />1 .62 8 ,287
<br />1 .62 9 ,471
<br />2.03 5 ,899
<br />2 .03 7 ,374
<br />2 .03 8 ,849
<br />2 .03 10 ,324
<br />2 .03 11;zg8.
<br />2.45 (7 ,055
<br />2.45 "1;,8"18
<br />2.45 10 ,582
<br />2 .45 12 ,345
<br />2.45 14 ,109
<br />2.87 8 ,202
<br />2.87 10 ,252
<br />2 .87 12 ,302
<br />2 .87 14 ,353
<br />2 .87 16,403
<br />3.29 9 ,340
<br />3.29 11 ,676
<br />3.29 14 ,011
<br />3 .29 16 ,346
<br />3.29 18 ,681
<br />3 .29 23 ,351
<br />Note : For point loads on footings with uniform loads , take the difference
<br />between "w" above and the uniform load , then multiply by two and by
<br />"L" above for P'max.
<br />A -~
<br />1613 W Chestnut Ave, #2
<br />& #312/12/2024
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