hello ,
can anyone help me please in calculating the bearing of slab which is already existing , but we don't have a drawing for this slab so that we know it is reinforced or not , the slab has is 22 m length and 4m wide , on one side there is a wall and the other there is a beam and a column , the problem is we are installing 15 tons electric panels so we have done many cores in the span of the slab , and we have put 4 (H-shaped) iron columns with a 3.5 span between the columns , so any idea to put more columns or not , or is it safe to put these panels on this slab ?? how i can make it stronger and bearable ?
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