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Strip Footing Design
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Strip Footing Design
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km_ananth
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Isolate Footing Design to EC2v1.07
Load1
=
2200 Span
Load2
=
2600 Span
Load3
=
2200 Span
Total
=
7000
Sbc
=
100
Ubc
=
300
Width
=
1.8
Depth
-
2.4 m
F o ot - ht -
0.7 m
1.8975
1.8
5.5
5.5
5.5
5.5
1.8975
1.8
Approx width
14.6
of Excavation
Ht of beam -
0.9
Load per m -
479.4521
Wtof found -
60.75
Wt of soil -
68.04
Resultant load Say
-
350.6621
-
350
Ultimat mate contact pressu ssure
5.5 m 2200
2600
b a
Moments
c
d
0.047 0.0625
a
5.25
661.7188
b
0.047 0.094
Knm M o m e nt s c
497.6125
Moments d
995.225
Moments
453.4031
e
Moments
-
1.598174
m 2200
e 0.0625
602.9297
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