Quantcast
Channel: RAM | STAAD Forum - Recent Threads
Viewing all articles
Browse latest Browse all 16762

SHOULD I INCLUDE PERFECTLY VERTICAL LOADING COMBINATION 1.5(DL + LL) FOR EARTHQUAKE RESISTANT DESIGN AS PER IS 1893 ?

$
0
0

I am confused between load combinations as per IS 1893. All other load combinations as per IS 1893 are vertical + horizontal but the load combination 1.5(DL+LL) is purely vertical. There is no EQ load component in it. So how does one decide which is the most critical load combination b/w 1.5(DL+LL) and all other load combinations having vertical + horizontal loads in IS 1893. It is like comparing apples and oranges.

Plz elaborate.


Viewing all articles
Browse latest Browse all 16762

Trending Articles



<script src="https://jsc.adskeeper.com/r/s/rssing.com.1596347.js" async> </script>