101 E column what the shear stress at point ABC IC 0 2011 0 0 1...

Question

Question

101 E column what the shear stress at point ABC IC 0 2011 0 0 1 기 D | is lo - c)| 15 | 15ļs d) (0 | | 10 |

Answer 1

Answer #1

Solution : – 1200 column V= 1200 KN SA B b c ry 002* L * I= 1480133 krt 0415 0.15 I my = 19 x 164 mm 2030 For Ase Q=Aj - 0 Fo

Answer 2

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