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

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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 xu is

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