For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed

1.

For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed

[A].	1400 kg/cm2
[B].	1500 kg/cm2
[C].	1650 kg/cm2
[D].	1800 kg/cm2

Answer: Option C

Explanation:

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