Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

decreased by 10% for bars in compression
increased by 10% for bars in compression
decreased by 25% for bars in compression
increased by 25% for bars in compression

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Concrete Technology and Design of Concrete Structures
According to IS : 456-1978, the fiexural strength of concrete is

directly proportional to square root of compressive strength
inversely proportional to square root of compressive strength
directly proportional to compressive strength
inversely proportional to compressive strength

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