IS 10440

: 1983

Code of practice for construction of RB and RBC floors and roofs

CurrentSpecializedCode of PracticeStructural Engineering · Building Construction Practices incl. Painting, Varnishing
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This code of practice covers the construction of reinforced brick (RB) and reinforced brick concrete (RBC) floors and roofs. It details the requirements for materials, workmanship, formwork, reinforcement placement, and construction procedures for this composite system.

Code of practice for construction of RB and RBC floors and roofs

Quick Reference Values
Minimum grade of concrete for RBC workM15
Minimum cover to reinforcement15 mm or diameter of bar, whichever is greater
Maximum nominal size of aggregate for RBC12.5 mm
Minimum period for striking formwork for slabs (props retained)3 days
Minimum curing period7 days for Ordinary Portland Cement
Practical Notes
RB and RBC construction is a traditional method, largely superseded by modern RCC construction; its use is now specialized, often in areas with abundant and cheap bricks.
The quality of bricks (uniform shape, good strength) and the complete filling of all joints with mortar or concrete are critical for achieving monolithic structural behaviour.
This technique is labour-intensive and requires skilled masons for proper execution compared to conventional RCC.