CIVL6267 Assignment 1 CIVL6267 Assignment 1 Submission: Written report to be submitted to the CIVL6267 assessment box Due date: Week 5, Friday 7th April, 5pm Late submissions: Will be accepted, however 10% of the total mark will be deducted per day late Determine the design capacities of a lipped channel member in compression or bending to AS/NZS 4600: 1. Column: LL07610: 2.7m high, simply supported, lateral and torsional restraint in the plane of symmetry at mid-height, ri=3mm, fy=300MPa 2. Beam: LL20330: 6m long, simply supported, fully braced centrally, ri=5mm, fy=550MPa, Cb=1 Properties: E=200GPa, G=80GPa, ν=0.3, internal corner radius=ri Refer to the Bluescope Steel document on Blackboard for the channel section properties – full section properties are provided and do not need to be calculated Distortional buckling checks are not required .