no load in load combination
no load in load combination
(OP)
Hi everyone,
I live in Indonesia, a tropical country in SEA which for some reason adopted ASCE 7-10 "Minimum Design Loads for Buildings and Other".
I just want to ask some basic principle of load combination. Let's say that my structure has a negligible rain load (6 m x 12 m barn with no roof drainage system). So should i exclude just the rain load or the whole load combination?
I live in Indonesia, a tropical country in SEA which for some reason adopted ASCE 7-10 "Minimum Design Loads for Buildings and Other".
I just want to ask some basic principle of load combination. Let's say that my structure has a negligible rain load (6 m x 12 m barn with no roof drainage system). So should i exclude just the rain load or the whole load combination?






RE: no load in load combination
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