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i have a work of foundation design of semi peb structure
where reaction is
Load & Load comb.
moment at bottom of column (col.ht.=5m)
this is at +5m. from ground. and after peb structure is rested on 5m length of RCC column
so column and foundation has a vary high moment
just in dl+wlz(pr) is 812.5 so i will design foundation in such heavy moment case.........
Thanks in advance
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