On the calculation of filler support
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As shown in the figure, flat steel bars are used to form a grid structure; when calculating the support required for the filler, can it be treated as a simply supported beam with sections of 600 by 600?
Support rib plates, maintaining maximum length in all directions
Thank you for your reply, but I didn’t quite understand. I am currently calculating it as a simply supported beam with intervals of 600 units, rather than treating the entire flat steel bar as one single beam. However, after checking the building structure manual, I found that the maximum bending moment for a 5×5 grid beam is not calculated using the simply supported beam model, which confused me.
It cannot be calculated as a simply supported beam with sections of 600X600, because the mechanical model is incorrect. Still calculate based on the longest grid bar, taking into account the liquid holding capacity of the packing, and pay attention to the selection of corrosion margin