Answer Posted / pradnya

1.5(dl+ll)
1.2(d.l+ll+eq load)
1.2(d.l+ll-eq load)
1.5(d.l.+eq load)
0.9d.l.+1.2eq load
dl=dead load
ll=liveload
eq load can substitute by wind load.these are basic load
combinations.which can detailed asper stucture.

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