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Steel structures miscellaneous

  1. The permissible stress in axial tension sst in steel member on the net effective area of the section shall not exceed the following value (fy is the yield stress)
    1. 0.80fy
    2. 0.75fy
    3. 0.60fy
    4. 0.50fy
Correct Option: C

Permissible stress = 0.6 fy.



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