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Steel is stronger than concrete. By adding some reinforcement in the compression zone of a beam, it's bending strength can be increased without increasing the size of the beam. The steel increases the compression strength, while the concrete prevents the slender steel bars from buckling.

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What is negative reinforcement in slabs and beams?

the reinforcement which provided at negative moment developed section.


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What is the difference between the singly reinforced beam and doubly reinforced beam?

A singly reinforced beam only has steel reinforcement on the tension side (along the bottom of the cross section) where as a doubly reinforced beam has steel reinforcement on both the tension and compression sides, ie. the top and bottom of the cross section.


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Why we use double reinforced concrete for designing purpose?

Double reinforced concrete is used in design to enhance the structural capacity of concrete elements, especially in areas subject to high tensile stresses or where the section may be under significant bending moments. The addition of steel reinforcement in both the tension and compression zones allows for improved load-bearing capabilities and better resistance to cracking. This design approach is particularly beneficial in slender members, such as beams and slabs, where conventional single reinforcement may not suffice. Ultimately, double reinforcement ensures greater safety and longevity of the structure.


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Where should the vertical reinforcement be provided?

Vertical reinforcement, typically in the form of rebar, should be provided in areas of columns, walls, and beams where tension and compression forces are expected. It is essential to place vertical reinforcement at the corners and along the edges to enhance structural integrity and stability. Additionally, vertical bars should be spaced adequately according to design specifications and local building codes to ensure effective load distribution and overall safety. Proper placement in conjunction with horizontal reinforcement helps prevent buckling and shear failure.


What is the difference of singly reinforced beam from doubly reinforced beam?

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