Dears,
i was designing a simple footing under a column using SAFE.
Loads are vertical force T and a moment M.
in comparing with manual calculus, the soil pressure obtained are correct. But i found a problem with the moments strip diagrams. i found it illogical since the diagram has a...
Dears,
i am a beginner in this,
we have excavated 4m of land , we have obtained clay soil with no water table signs.
i know that clay absorb water, so when calculating earth pressure on my basement walls , do i only consider saturated soil density or i must include watertable effect + effectif...
i have to model a slab supported on its edge on walls.
the model is made on SAP and of course a negative moment is created in slab at support .
i would like to make the connection between the slab and the wall released for bending so that no moment transmission happens and the slab act simply...
Dears,
i am designing a 40x25m swimming pool on ground.
1. Do i have to create any kind of joint in it (40m) ?
2. Do i have to apply thermal gradient effect
3. What are the approximate dimensions of the raft and walls from your experience for such pool knowing that water height is 80cm...
