Part 19 : Adding Load Combinations using Command File (IS 456:2000)

[@parthadey4265]

Fantastic sir

[@rajanv.m.8136]

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.

[@TarakParab2]

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.

[@rajanv.m.8136]

In case of unsymmertical plan of building how to take load comb for orthogonal direction as per IS1893 part1-2016.

[@sanjaysaxena270]

very good dear , what about next

[@sanjaysaxena270]

run analysis , error is coming , neither mass nor gravity ref load type is present.