For the built-up shape shown in the figure, determine: Situation 21. A. by = 200 mm ty = 10 mm h = 230 mm tw = 7 mm 64. The elastic section modulus considering bending about the horizontal axis. A. 518 x10^3 mm^3 c. 572 x10^3 mm^3 13. 647 x10^3 mm^3 D. 704 x10^3 mm^3 65. The clastic section modulus considering bending about the vertical axis. c. 214 x10^3 mm^3 A. 125 x10^3 mm^3 В. 118 x10^3 mm^3 D. 133 x10^3 mm^3 66. The plastic section modulus about the horizontal axis in x10^3 mm^3. c. 572 D. 704 A. 518 B. 647 67. The plastic section modulus about the vertical axis in x10^6 mm^3. A. 0.30 С. 0.20 В. 0.35 D. 0.25
For the built-up shape shown in the figure, determine: Situation 21. A. by = 200 mm ty = 10 mm h = 230 mm tw = 7 mm 64. The elastic section modulus considering bending about the horizontal axis. A. 518 x10^3 mm^3 c. 572 x10^3 mm^3 13. 647 x10^3 mm^3 D. 704 x10^3 mm^3 65. The clastic section modulus considering bending about the vertical axis. c. 214 x10^3 mm^3 A. 125 x10^3 mm^3 В. 118 x10^3 mm^3 D. 133 x10^3 mm^3 66. The plastic section modulus about the horizontal axis in x10^3 mm^3. c. 572 D. 704 A. 518 B. 647 67. The plastic section modulus about the vertical axis in x10^6 mm^3. A. 0.30 С. 0.20 В. 0.35 D. 0.25
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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