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contact : Rao(09966871942)
Types of Slabs:
Depending up on the ratio of longer span to short span the slabs are classified into
a)one way slab
b)two way slab
a)one way slab : slabs which are supported on all four edges the ratio of longer span to the shorter span is greater than 2 are calles as one way slabs. one way slabs bends in one direction i.e. along the shorter span and hence it needs main reinforcement in one direction only to resist one way bending
how ever minimum reinforcement known as distributin steel is provided along the longer span above the main rinforcement to distribute the load uniformly and resist temperature and shrinkage stresses
b)two way slab : when the slabs are supported on all the four edges and the ration of longer span to the shorter span is less then or equal to 2,the slabs are likely to bend along the two spans and such slabs are called as two way slabs. the load is transferred in both the directions to the four supporting edges and hence main reinforcement has to be designed in both the directions to resist two way bending
contact : Rao(09966871942)
Types of Slabs:
Depending up on the ratio of longer span to short span the slabs are classified into
a)one way slab
b)two way slab
a)one way slab : slabs which are supported on all four edges the ratio of longer span to the shorter span is greater than 2 are calles as one way slabs. one way slabs bends in one direction i.e. along the shorter span and hence it needs main reinforcement in one direction only to resist one way bending
how ever minimum reinforcement known as distributin steel is provided along the longer span above the main rinforcement to distribute the load uniformly and resist temperature and shrinkage stresses
b)two way slab : when the slabs are supported on all the four edges and the ration of longer span to the shorter span is less then or equal to 2,the slabs are likely to bend along the two spans and such slabs are called as two way slabs. the load is transferred in both the directions to the four supporting edges and hence main reinforcement has to be designed in both the directions to resist two way bending
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