How much portion of steel that should extend beyond the faces of support at discontinuous edges of two-way slab due to negative moments at discontinuous edges ? Where 'l' is effective span of slab.
In case of two way slab the ratio of the long span to the short span is
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Lifting of the corners of slab is prevented by providing _____ reinforcement.
As per IS code, calculate the negative moment coefficient in the case of the two-way slab, if the positive moment coefficient is 0.3.
According to IS 456, two-way slabs with corners held down are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip is?
In two – way slabs, the torsional reinforcement is provided at:
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13 videos|42 docs|34 tests
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