F12-2. Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(10) mm“. 10 kN 10 kN m -3 m F12-2

The two A-36 steel bars have a thickness of 1 in. and a width of 4 in. They are designed to act as a spring for the machine which exerts a force of 4 kip on them at A and B. If the supports exert only vertical forces on the bars, determine the maximum deflection of the bottom bar.

Determine the deflection of end A if E = 200 GPa and I = 65 x 10^6 mm^4

For the cantilever beam and loading shown, determine the slope and deflection at the free end. MA= A IP = Pa B L a ANS. Pa(2L-a)/2 EI; Pa(3L² - 3aL + a²)/6EI ↑.

F12-6. Determine the slope of the simply supported beam at A. E 200 GPa and I = 39.9(10) m*. DERATIO 20 kN 10 kN m 10 kN m B 3 m F12-6 -3 m

Determine the deflection at x=2.5 m and x=8.