Computer · 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 the neutral axis constant 'k' for a balanced section depends on which parameters? Where, σst = permissible tensile stress in steel σcbc = permissible bending compressive stress in concrete m = modular ratio
- 1Depends on σst only
- 2Depends on σcbc only
- 3Depends on both σst and σcbc (via the modular ratio m)✓
- 4Is independent of both σst and σcbc
Correct answer
Depends on both σst and σcbc (via the modular ratio m)
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