1.

Maximum strain at the level of compression steel for a rectangular section having effective cover to compression steel as d ' and neutral axis depth from compression face as x u is

A. 0.0035 (1 - d '/ x u )
B. 0.002 (1 - d '/ x u )
C. 0.0035 (1 - x u / d ')
D. 0.002 (1 - x u / d ')
Answer» B. 0.002 (1 - d '/ x u )


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