Question: CVNG 3 0 0 1 - H W # 1 - Due on the 2 6 t h February, 2 0 2 4 . a

CVNG 3001-HW#1- Due on the 26th
February, 2024.
a) For column line 2, use the ACI moment coefficients given in ACI Code Section 8.3.3 to determine the maximum positive and negative factored moments at the support faces for columns A2 and B2, and at the midspans of an exterior span and the interior span.
b) Provide a reinforced concrete section detail, showing reinforcement for all the locations chosen above.
c) How would you model this problem in ETABS?
CVNG 3 0 0 1 - H W # 1 - Due on the 2 6 t h

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