Determine the development length required for D25mm top tension bars in lightweight concrete. Assume fy=345MPa and fc’=20.7MPa. Use NSCP table 425.4.2.2. Stirrups are provided according to NSCP code provisions, clear spacing of bars = 56mm, and clear cover = 65mm.Effective depth = 450 mm. A. 2,987.19 mm C. 1,564.72 mm B. 1,932.89 mm D. none of the above

Structural Analysis
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Determine the development length required for D25mm top tension bars in lightweight concrete. Assume fy=345MPa and
fc’=20.7MPa. Use NSCP table 425.4.2.2. Stirrups are provided according to NSCP code provisions, clear spacing of bars =
56mm, and clear cover = 65mm.Effective depth = 450 mm.
A. 2,987.19 mm C. 1,564.72 mm
B. 1,932.89 mm D. none of the above

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