A column section ISHB 350 @ $710.2\text{ N/m}$ carries a factored axi…
Previous year question for Exam.
Question
A column section ISHB 350 @ $710.2\text{ N/m}$ carries a factored axial compressive load of $1700\text{ KN}$ and factored bending moment of $85\text{ KNm}$. Design the base plate and its connections. Assume concrete pedestal of M 20 grade. use Fe 410 grade of steel.
- Year: 2018