Structural Design of Multi-Story Steel Framed Buildings - Engineering Assignment Help

Assignment Task

Required Design Tasks 

The structural analysis and design of memebrs have been conducted by an engineer using SpaceGass. Refer to the attched zip file that contains the  results including the nominated designed sections as well as internal force diagrams for the ‘secondary beams’ and the ‘primary beams’ and  ‘columns’ in frames D-E-F and B-E-H.

Design Actions 

You are required to conduct the following tasks: 

1. Determine the nominal gravity loads (self-weight, dead load, live load) to be applied to the secondary beams. The gravity loads should include  self-weight of the steel beams (use the nominated setions proposed by the engineer), dead load produced by the self-weight of the 120 mm  concrete slab, and live loads derived from AS1170.1. Use the tributary area method to determine the loads on the beams in kN/m. 

2. Determine the nominal loads to be applied to the frames B-E-H and D-E-F. The nominal loads should include horizontal wind loads and gravity  loads on each level. Gravity loads should be determined using the tributary area method and applied to the beams in the frame B-E-H as  uniformly distributed loads in kN/m and to the beams in the frame D-E-F as point loads (from the calculated nominal loads of the secondary  beams). Wind loads should also be determined using the tributary area method on the facades and applied to each frame as point loads. 

3. Based on AS1170.0, the engineer has determined two load combinations for ultimate limit state, which were used to determine the ultimate design actions on the structure: 

Ed1 = [1.2G, WU, 0.4Q] and Ed2 = [1.2G, 1.5Q].  

Using these load combinations, compute the ultimate design actions and place them on the frames B-E-H and D-E-F as demonstrated in Figures  2 and 3.

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