CIVE1208-Structural Design of a Manufacturing Plant – Engineering Assignment Help

Task

This project will introduce you to the fundamentals of design of reinforced concrete structural members. As part of a team you have been engaged by an architect to design a single storey reinforced concrete manufacturing plant. Your design team will be in groups of four.

The design data of the building are as follows:

Design Data:

Actions (Load):                  

 Ceiling and services 0.3 kPa
 Additional dead load 0.5 kPa
 Imposed Load 1.0 kPa
 Floor finishes 0.3 kPa

• Characteristic concrete strength f’c = 40MPa.
• Longitudinal steel: Cold worked high yield reinforcement.
• Shear reinforcement: Hot rolled mild steel reinforcement.
• Yield Strength, fsy = 500MPa.
• Maximum bar length is 6 m with bar diameter fulfils the following criteria:

– 10mm < bar>

• Slab thickness = 180 mm.
• Assume 125 mm brick wall.
• Beam width = 300 mm. The beam depth is 600mm.
• Column section to be 400 x 400 mm square.
• Foundations 1.0 m below ground level. Permissible soil-bearing pressure = 150 Kpa.

Using the requirements of relevant part of AS 3600 you are required to carry out the following tasks:

• Estimate primary loads (DL and LL) on the one-way slabs, beam element, slab element and columns and determine load combinations for strength and serviceability.
• Summarise design actions (M*,V*,N*) for critical load combinations.
• Prepare final sketch drawings of selected elements of the structure including reinforcement detailing.
• Design the Beam 1 for bending, shear and deflection.
• Design the slab.
• Design the column C1.
• Design the critical footing.

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