Physics · Reinforced Concrete Structures
If the depth of the neutral axis for a singly reinforced rectangular section is represented by 'Kd' in the working stress design method, then the value of 'K' for a balanced section depends on: Where, d = Effective depth σst = Permissible stress in steel in tension σcbc = Permissible stress in concrete in bending compression
- 1Depends on σst only
- 2Depends on σcbc only
- 3Depends on both σst and σcbc✓
- 4Is independent of both σst and σcbc
Correct answer
Depends on both σst and σcbc
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