The University of New South Wales School of Civil & Environmental Engineering CVEN 3304 Concrete Structures Assignment 2 – Session 2, 2016 This is a group assignment. Only ONE submission is required per group Due Date: To be submitted by Friday 28th October, 2016 (WK 13) Due Time: By 3:00pm Weighting: 50/3% Submission Location: Submission box Labelled “ALI AMIN” on Level 2 Civil Engineering Building H20 Cover Sheet: Must be included and signed. (http://www.engineering.unsw.edu.au/civilengineering/resources/student-forms) Late Submission: Late Assignments will incur a penalty of 10% of the maximum mark per calendar day regardless of the mark awarded. An extension will only be granted by the Lecturer under exceptional circumstances. In all cases, documented evidence must be provided. You may undertake the assignment individually or in groups of two. On the front cover of your submission provide your names and student numbers. For this assignment students will be assessed as a team, which means each group member will normally receive the same mark. If one group member feels that the other member is not contributing, the lecturer should be informed and a group meeting held to produce a solution. NO complaints about group operation will be considered after the assignment has been handed in. Task Design the beams to support the floor slab as shown on Figure 1 to AS3600-2009. The building is to be used as a commercial office and is located at Bondi in Sydney’s eastern suburbs. The buildings fire rating and other durability considerations must comply with local ordinances. The design should consider flexure, shear and deflections. The supporting columns may be treated as slender and act as simple supports. Fully detail your design and provide the contractor an indication of the tonnage of steel in your design. At the front of your assignment provide drawings of your design (in sufficient detail and clarity that the beams can be constructed). Take f’c = 32 MPa, fsy = 500 MPa, the slab thickness = 200 mm. You are to make all beams equal in total depth. The design live loading is to be taken as appropriate for the buildings designated use. All drawing and calculations must be able to be read and marked without pulling your assignment apart. References to Australian Standards etc are to be placed in a separate column on the right hand side of your report. Figure 1: Floor Plan 7000 7000 7000 7000 7000 B6 B5 B3 B1 B4 B4 B2 B2 C1(u) C2(u) C3(u) C4(u) C5(u) Slab supported on brickwork

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