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That's about 3,500 lbf/joist (ASD)! Sorry, I'm not that accustomed to SI units (25x0.224/1.6?). Is that per joist? Yes that is the upward reaction at the support where the joists bear on the steel beam for each joist. I believe it would convert to a 5,620 lbf upward reaction force at that...

The upward reaction at the overhang support is 25 kN (factored).

Hello All, I am new to the eng-tips forum, and I am a relatively new engineer in training. I am working on the structural design of a commercial office building. Refer to the attached PDF to view the structural model (in progress) for context. As you will see, the entrance features a slopped...