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The ff slab casted its thickness
100mm.2nd floor slab will be casting its
300 mm.how we shall be given suppot to
that 300mm thk slab.ple way me
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Answer Posted / ajay saini
actually this condition is due to failure of planning or due to change in planning.but if you have planning of this type of work you should design the load bearing members according to your building design.
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