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1. |
Design strength in tension of a steel plate subjected to failure by rupture mode is expressed as: |
A. | \(0.9\frac{{{A_n}{f_u}}}{{{Y_{m1}}}}\) |
B. | \(0.9\frac{{{A_8}{f_y}}}{{{Y_{m\alpha }}}}\) |
C. | \(1.2\frac{{{A_n}{f_N}}}{{{Y_{m1}}}}\) |
D. | \(1.5\frac{{{A_n}{f_u}}}{{{Y_{m1}}}}\) |
Answer» B. \(0.9\frac{{{A_8}{f_y}}}{{{Y_{m\alpha }}}}\) | |