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Design Combined Footing

 Design Combined Footing

Design Combined Footing



This is referred to ACI 318 .The ideas expressed , however are those of the speaker and do not necessary reflects the views of ACI 318 . The audience is expected to exercise judgment has to the appropriate application of the information .

Given :
• Footing at 150 cm below finished grade
• Only axial force
• Allowable bearing capacity = 240 Kn/m2
• Normal concrete
• 24 Kn/m3 ( recommended to be 25 )


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