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Fantastic sir
sir,in unfactored load (service load ) comb when DL+LL+EQ or WL is consider 0.8 has to be consider for LL and Eq or WL instead 1.0 taken by you.
Yes, IS 456 Table 18. I believe some firms don't bother with it, and the footing design will be on the safer side anyways.
In case of unsymmertical plan of building how to take load comb for orthogonal direction as per IS1893 part1-2016.
very good dear , what about next
run analysis , error is coming , neither mass nor gravity ref load type is present.
Fantastic sir
sir,
in unfactored load (service load ) comb when DL+LL+EQ or WL is consider 0.8 has to be consider for LL and Eq or WL instead 1.0 taken by you.
Yes, IS 456 Table 18. I believe some firms don't bother with it, and the footing design will be on the safer side anyways.
In case of unsymmertical plan of building how to take load comb for orthogonal direction as per IS1893 part1-2016.
very good dear , what about next
run analysis , error is coming , neither mass nor gravity ref load type is present.