using the SpaceGass analysis, design the10.5m span and 8.4m span internal primary beams at level1. For this task, nominate a standard UB section from the OneSteel tables which satisfies the maximum design actions in load combinations:Ed= [1.2G, Wu, 0.4Q] orEd= [1.2G, 1.5Q]. The primary beams are assumed to be fully-restrained at the ends. Consider axial, shear,moment interactionand combined actions in your design.
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