1.

The allowable tensile stresses in steel structures is taken as 1500 kg /cm2 to ______

A. 1765 kg /cm<sup>2</sup>
B. 1900 kg /cm<sup>2</sup>
C. 2125 kg /cm<sup>2</sup>
D. 2455 kg/cm<sup>2</sup>
Answer» D. 2455 kg/cm<sup>2</sup>


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