A fixed ended beam with span length of 24′ and cross-section of 15ʺ x 24ʺ is subjected to uniformly distributed load is shown in figure 1. Unform service dead load is 1k/ft and uniform service live load is 1.4 k/ft. Taking ?c = 3?si and ?y = 40???, a) Analyze the beam for flexure only. b) Calculate the amount of reinforcement for the given demand and check for ductility requirements. c) Detail the reinforcement using #6 bar only, and also curtail the steel ensuring development length requirements. d) Show all your calculations in the form of neat and clean drafting
plz, solve all the parts of this problem.
Use ACI code and Solve what you have been asked.
Reinforced Concrete Design-1
A fixed ended beam with span length of 24′ and cross-section of 15ʺ x 24ʺ is subjected to uniformly distributed load is shown in figure 1. Unform service dead load is 1k/ft and uniform service live load is 1.4 k/ft. Taking ?c = 3?si and ?y = 40???,
a) Analyze the beam for flexure only.
b) Calculate the amount of reinforcement for the given demand and check for ductility requirements.
c) Detail the reinforcement using #6 bar only, and also curtail the steel ensuring development length requirements.
d) Show all your calculations in the form of neat and clean drafting.
Note:
Your drafting must include dimensional details, reinforcement details in both longitudinal and sectional views, and cut off locations of steel.
Step by step
Solved in 2 steps with 2 images
