Subject : Staad Foundation – Isolated Footing – Calculation Sheet ( Received in output )
In the calculation sheet for isolated footing design, q1,q2,q3,q4 & Au i.e., the CALCULATED PRESSURES AT 4 CORNERS are all obtained as zero values.
Is this the correct value ?
If not, Is there any mistake I would have made ?
Staad Foundation – Isolated Footing – Calculation Sheet
