The chapter allows you to have less than the minimum areas when you calculate it not required for loading, per paragraph 14.4 I think (dont have ACI in front of me). If you go buy ACI minimums in chapter 14.5, you will have a lot of steel. So you have to look at it one floor at a time.įourth, when it calculates minimum steel required, it will use the minimum value you enter in the input section. Third, there is no way to represent a panel braced at multiple levels, say for a 2 or 3 story building with one full height panel braced at the floor levels. You may calculate it to work, but not have enough cover for fire ratings. Be careful with thin panels that have double mat of steel. Second, it will not give any warnings about bar cover. This is not always teh case, obviously, in reality. ![]() Anything odd shaped it will not handle.įirst thing to remember, is it always takes the moment due to laod eccentricity and adds it to the moment due to wind. We use Enercalc for tilt wall panels quite often.
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