Modelling, analysis of a cantilever retaining wall with staad pro and manual calculation

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Good day guys today i am going to be comparing the analysis of that of staad pro to that of manual design when designing a cantilever retaining wall

Φ= 30 γ= 19kN/m3
self weight is automatically made by staad.
active pressure = γ kaz
passive pressure was ignored. = γz/ka
i did not design for hydrostatic water pressure and seismic

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