Discussion :: Concrete Technology and Design of Concrete Structures
- If the depth of neutral axis for a singly reinforced rectangular section is represented by kd in working stress design, then the value of k for balanced section
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A.
depends on as, only |
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B.
depends on aCbC only |
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C.
depends on both crst and acbc |
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D.
is independant of both ast and acbc where d is the effective depth, ast is per-missible stress in steel in tension and ocbc is permissible stress in concrete in bending compression. |
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Answer : Option A
Explanation :
Explanation Not Provided
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