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7304ENG Advanced Reinforced and Prestressed Concrete Major Design Project Design of a Four-Storey Block of Units Introduction You are required to put your Concrete Design skills into practice when a...

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7304ENG Advanced Reinforced and Prestressed Concrete
Major Design Project
Design of a Four-Storey Block of Units
Introduction
You are required to put your Concrete Design skills into practice when a local engineer asks you to undertake a preliminary design on a four-storey block of units. The structure is composed of reinforced concrete slabs, beams and columns with concrete infill walls. Attached is a layout of a typical floor and typical sections, from which you are required to produce your preliminary design.
Task
1. Moment analysis can be performed using Strand 7 or any other software of your choice.
2. Using design guidelines given in the Australian Concrete Structures Standard – AS3600 you are required to design:
- Typical Balcony and Floor slab (includes thickness and reinforcement layout)
- Typical T-beams and Edge beams
- Columns (includes middle, end and edge column calculations)
- Typical footing
- Stair-way design (optional)
Note that typical loading and Design guidelines are to be taken from AS3600.
3. You should use normal strength concrete (32 MPa) for the slabs and beams, and high strength concrete (80 MPa) for the columns.
4. It is desired that you use 500N steel as reinforcement. Where possible, use R10 plain round bars (fsy = 250 MPa) for stirrups and ties and N-bars not greater than 36 mm in diameter are to be used for beam and column reinforcements.
5. Designs should be for strength and serviceability limit states. Checks for durability would be desired.
6. You are required to also produce working drawings. Make sure you allow for development lengths where required, and provide appropriate detailing of reinforcement.
7. You can take the ultimate soil bearing capacity for foundation design as qu = 400 kPa.
Elevation

Australian Standards Download Link:
https://www.griffith.edu.au/library/library-resources/jump-pages/standards-australiaonline
It is suggested to print them out after downloading as the pdf files expire after several days.
Weighting: 60%
Due date:
Project is due in Week 13, Friday (5 pm) 28 October 2016.

Answered 152 days After May 14, 2022

Solution

Banasree answered on Oct 14 2022
54 Votes
Ans.
1. Considering a small section
Applying simple beam theory
M/Z = WuL2/8Z = P/A
Where as,
A = bD
I = bD^3/12
Z = bD^2/6
ft =
2. At Axial Prestress (e=0)
Resultant Concrete stress
Wu = (8Z/L^2)*(P/A)
Eccentric Prestress = e=D/6
Hence collapse load
Wu = (8Z/L^2)*(P/A)
Them compressive stress caused by P at...
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