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1. |
An ISHB 300 with plastic section modulus of 921.68 × 103 mm3, flange width of 250 mm, the yield stress of 250 N/mm2 is embedded in a pocket base to develop its strength with M 25 concrete in design of beam-column. The required depth will be nearly |
A. | 475 mm |
B. | 425 mm |
C. | 375 mm |
D. | 325 mm |
Answer» B. 425 mm | |