University : Swinburne University of Technology UniLearnO is not sponsored or endorsed by this college or university.
Subject Code : CVE20003
Assignment Task :

Figure

Design Task
Based on AS1170.0, the designer has determined that two load combinations for ultimate limit state should be used to determine the critical design actions on the structure for later use in design: Ed1 = [1.2G, Wu, 0.4Q] and Ed2 = [1.2G, 1.5Q]. These load combinations have been already setup in the spacegass files which have been provided to you with this project. As a result, you are not required to carry out any analysis for this project but shopuld use the spacegass analysis results to design your various members. Based on the load combination which result in the worst design actions in the member under consideration, determine the following:
1. Design the continuous beams on level 1
2. Design a typical reinforced-concrete column at the ground level for the worst load conditions considering combined actions (this will be for any of the 3 columns). 
The columns are braced in the out of page direction.
All slab, beam and column reinforcements are to be detailed. Sketch plans, elevations and cross sections to demonstrate the type, location and amount of reinforcing steel to be used for the slab (top, bottom, shear), the beam (top, bottom, shear) and column.
The task does not require you to calculate any external dimensions of slabs, beams or columns. The architect has set the dimensions of the concrete profile and you are constrained with them. All beam widths and depths have been provided in Figure 2. As a part of the design, you are required to check the adequacy of these dimensions, and document the reinforcement required, in accordance with AS3600-2018.

 

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  • Posted on : October 12th, 2018

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