Prob 4. The simply supported steel beam (E = 29,000 ksi), has a rectangular cross section as shown, and supports the tri
Posted: Mon Jul 11, 2022 10:15 am
Prob 4. The simply supported steel beam (E = 29,000 ksi), has a rectangular cross section as shown, and supports the triangular load as shown below. (El is constant). If/when you use integration you must solve for constants & simplify as much as possible (a) [6 Pts] Derive the bending moment equation M(x). Show your work (b) [6 Pts] Derive the slope equation, 0(z). Show your work (c) [6 Pts] Derive the deflection equation, A(z). Show your work (d) [2 Pts] Sketch the general shape of the deflection line. (e) [3 Pts EXTRA] Find the deflection at x = 6.33 ft (point of maximum deflection) - make sure units and value make sense. x-6.33 Hint: The maximum deflection occurs when 0(z) = 0, which happens at the point where M(x) = Mmaz 2 k/ft d) → 2012 24K -12 ft- 2012 TEK [₂ W/P 4k/ft 18K Beam's x-section 4 in 8 in