For column line 2, use the ACI moment coeffi cieats given in ACI Code Section 8.

Question

For column line 2, use the ACI moment coeffi cieats given in ACI Code Section 8.3.3 to determine the maximom positive and negativs fac- tored momeats at the sopport faces for columns A2 and B2?and at the midspans of an exterior span and the interior span Assume the maximum factored positive momeo near midspan of the floor beam between columns A2 and B2 is 60 k.?. Using the beam dimensions given in Pig. P5-7, determine the required area of tension reinforcement to satisfy alt of the ACI Code requirements for strength and minimum re inforcement atea. Select bars and provide a sketch of your final section design 11 R 11 R (all oolumna) (all beama) Siab thicknees -6 in Fig, P5-7 Floor plan for various prob ermis in Chapter 5 SDL-20 paf

Explanation / Answer

list the resone for peovide minimum cover requirment

enogh cocrete are there to provie reinforcement

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