If I calculate provided reinforcement for a slab with grid type regular I get some errors saying that reinforcement can`t be created. But calculating with "considering characteristic points of slab geometry" everything works out fine. See the pictures.
In a kind of panic know as I calculated the reinforcement with grid type "considering characteristic points of slab geometry" and created the reinforcement drawing. Will the slab fall down?
Solved! Go to Solution.
This option only governs automatic generation of reinforcement zones (areas of the same reinforcement distribution) and you can choose the way which is better suited for a given example. In this case the later seems to be a better choice
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