Question: Utilizing the ACI code load combinations discussed in class, determine the Ultimate Moment, Mu , for the following members at the section A - A

Utilizing the ACI code load combinations discussed in class, determine the Ultimate
Moment, Mu, for the following members at the section A-A (in all cases, A-A refers to the
midspan, or the support). Where more than one load equation is needed, present results for each
load equation and identify the controlling equation. In all cases, the density of concrete may be
taken as 150 pcf to calculate D. Only the ultimate moment at section A-A is to be calculated (i.e.
you do not need to draw shear/moment diagrams, however, show the steps for all your
calculations).
Utilizing the ACI code load combinations

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