9A-Solved problem-7-4-1-part 2.
Solved problem-7-4-1-part 2. In this part we will deign a Wsection for a steel beam with span of 20 feet based on steel A572.
Solved problem-7-4-1- part 2.
In the second part of solved problem 7-4-1, we will design a w section for a steel beam with Fy=65 ksi.