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  1. Kel
    Dear esteemed engineers, I have modelled and analysed a ribbed slab in ETABS but I have trouble finding out the reinforcement per rib.Etabs has provided a general area of reinforcement of 939mm2/m as per the attached file.How do I find the area of reinforcement for each rib from this general value? The floor span c/c is 7500x5400mm The ribs are spaced at 530mm c/c along the Shortest span The support is 250mm wide along the longest span and 200mm along the Shortest. Thanks in advance. Kelvin
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