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')-A-0.0035 (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&#39; and neutral axis depth from compression face as xu is-A-0.0035 (1 d&#39;/xu)B-0.002 (1 d&#39;/xu)C-0.0035 (1 xu/d&#39;)D-0.002 (1 xu/d&#39;)-A-0.0035 (1 d&#39;/xu)

APTITUDE CRACK · Accepted Answer

A 0.0035 (1 d&#39;/xu) No answer description is available.

GATE Exam Questions - Engineering

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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GATE Exam Questions - Engineering

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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For help Students Orientation Mcqs Questions

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

For help Students Orientation
Mcqs Questions