How does ideCAD define load combinations according to ACI 318-19?
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The required strength of a member U is controlled to at least equal to the effects of factored loads in ACI Table 5.3.1. Internal forces and moments resulting from the load combination are expressed as the required strength for the design.
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As specified in ASCE 7-16 Section 12, where the seismic load effect with overstrength is combined with the effects of other loads, the following seismic load combination for earthquake-resistant structures is used.
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