Question

Question 2 (5 points) Using Table 3-10 of the 15th edition of the AISC steel manual, find the most economical wide flange section size for the following conditions. Write in the page number of the manual where you find your selected section size. (Fy 50 ksi, unbraced beam length 15 ft required moment capacity 1,000 K-ft.) required moment capacity- 1,000 K-ft.)

Answer 1

ngHes Griven that 50 ks? Uhbraced beam length is f moment capacity 1000 k-1 Fim Table 1 choasing the Section 3O X ID Foom the table- Ly 2-1 ft