Problem Statement

A floor panel is shown in the following diagram. Design the floor beam A$-$B$-$C$-$D for maximum positive and negative bending moment. The thickness of the slab is $6$ in $.$ The superimposed dead load is $20$ psf and the live load is $60$ psf $.$ Compressive strength of concrete $=4000.$ Yield stress of steel $=60$ksi.

$($a$)$ Perform the load distribution analysis and find the maximum factored positive and negative bending moment for the beam.

$($b$)$ Determine the tension reinforcement required $($bar size and number of bars$).$ Design for tensioncontrolled failure.

$($c$)$ Determine the vertical shear reinforcement $($stirrups$)$ required $($bar size and spacing$).$

Show all calculation clearly following the necessary steps. Draw the bending moment and shear force diagram and show the maximum values. Identify all the code provisions used by referring to the appropriate equations and the figures$/$charts$/$tables in the textbook.

Ise ACI $318$

Instructions:

Put all pages together in the following order: cover page, problem statement page $($this page$)$ and all other pages. Make a single MS Word file and upload the file to Blackboard.

Provide page number continuously from $1($cover page$),2($problem statement$)$ and subsequently for other pages. All pages must be numbered.

The project report will have the following sections:

Cover page and problem statement.

Show all calculations with clear details for load calculations, flexure and shear design. Parts $($a$),($b$)$ and $($c$)$ must be clearly answered.

References: Provide a list of references of the resources you used in your project.