A 20'x30 column with A= 6#6 and A, = 6#8. If the neutral axis depth= 7", concrete cover (d)=2 in, fe=4 kst, and fy= 60 ksi, solve the next queslions: Calculate the nominal compression force acting on...


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A 20'x30 column with A= 6#6 and A, = 6#8. If the neutral axis depth= 7

Extracted text: A 20'x30 column with A= 6#6 and A, = 6#8. If the neutral axis depth= 7", concrete cover (d)=2 in, fe=4 kst, and fy= 60 ksi, solve the next queslions: Calculate the nominal compression force acting on the column (P.)? (k) Choose. Calculate the eccentricity for this column (e)? (in) Choose Calculate the nominal moment acting on the column (MJ? (kft) Choose.
A 20x30 column with A= 6#6 and A, = 6#8, It the neutral axis depth= 7, concrete cover (d)=2 in f 4 kst.<br>and fy= 60 ksi, solve the next questions:<br>19035<br>Calculate the nominal compression force acting on the column (P? (k)<br>33<br>Calculate the eccentricity for this column (e)? tin)<br>621<br>Calculate the nominal moment acting on the column (MJ? (km<br>

Extracted text: A 20x30 column with A= 6#6 and A, = 6#8, It the neutral axis depth= 7, concrete cover (d)=2 in f 4 kst. and fy= 60 ksi, solve the next questions: 19035 Calculate the nominal compression force acting on the column (P? (k) 33 Calculate the eccentricity for this column (e)? tin) 621 Calculate the nominal moment acting on the column (MJ? (km

Jun 11, 2022
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