Question: Design # 3 The one - way joist system shown in figure supports A 1 6 k N m total factored load applied directly to

Design #3
The one-way joist system shown in figure supports A 16kNm total factored load applied directly to beam AB including beam own weight. The factored load on the slab is 15kNm2.
Design the end span AB of the exterior spandrel beam on grid line
Use fy=420MPa for all steel and fc'=28MPa.
Design # 3 The one - way joist system shown in

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