Q6: Determine the eccentricity at balance condition (ft)? Q7: Determine the distance (e') ft? Q8: Determine the strain in compression steel at balance condition? Q9: Determine the strain in tension steel at balance condition? Q10: Determine the ratio of reinforcement (answer in the style 0.0341 for ex.)? Q11: Determine the allowable design axial load of column (k)? Q12: Determine the reduction factor at balanced condition? y = 65,000 psi, fc = 5 ksi, Es = 31,000 ksi 2.5 in. 5in. * 5in. * 5in. 2.5 in. 15 in. 5#7 4#7 Did at 5#7

Q6: Determine the eccentricity at balance condition (ft)? Q7: Determine the distance (e') ft? Q8: Determine the strain in compression steel at balance condition? Q9: Determine the strain in tension steel at balance condition? Q10: Determine the ratio of reinforcement (answer in the style 0.0341 for ex.)? Q11: Determine the allowable design axial load of column (k)? Q12: Determine the reduction factor at balanced condition? y = 65,000 psi, fc = 5 ksi, Es = 31,000 ksi 2.5 in. 5in. * 5in. * 5in. 2.5 in. 15 in. 5#7 4#7 Did at 5#7

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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