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

Maximum strain at the level of compression steel for a rectangular sec

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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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

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