There have been many tweaks to the input files, and upgrades to the latest codes. I would recommend you upgrade to the newest version.
I can't think of anything else off hand, if I do, I will be back. Keep this in mind, and use your judgement.įifth, if you are wondering, we always use the ACI Iterated design method option. 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). Powerful software for professional engineers. Movie Library Organizer Pro: is a complete movie library management software. Complete library management software solution for Windows. If you go buy ACI minimums in chapter 14.5, you will have a lot of steel. Simple-to-use yet powerful and complete tool for mechanical engineers. 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. ASCE 7 provides three equations to establish the governing design force for collectors and An example floor plan and SFRS elements for diaphragm analysis.
These members are loaded axially and are commonly composed of steel floor beams. 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. collector and chord member components, which are nec-essary to transfer the forces to the primary SFRS. We use Enercalc for tilt wall panels quite often.
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