A beam of 11 in width and effective depth of 16in carries a factored uniformly d

Question

A beam of 11 in width and effective depth of 16in carries a factored uniformly distributed load of 5.3 kips/ft, including its own weight , in addition to a central concentrated factored load of 12 kips. It spans 18 ft, and restraining end moments at full factored load are 137 ft-kips at each support. It is reinforced with three No. 9(No.29) bars for both positive and negative bending. If f'c = 4000 psi, through what part of the beam is web reinforcement theorectically required (a) if Eq. (4.12b) is used and (b) if Eq. (4.12a) is used? Comment.

This question is from Design of Concrete Structures Nilson 14 ed.

Question number 4.5

Thanks for the help.

Explanation / Answer

Wait I am doing it ...please rate 5 ..I"ll post the answer in comments....

Related Questions

Navigate

• Browse (All)
• Browse A
• Subjects

Integrity-first tutoring: explanations and feedback only — we do not complete graded work. Learn more.