support the loading shown. The allowable bending stress is
\sigma _(allow )=150Mpaand the allowable shear stress is
\tau _(allow )=80MPa. The beam has a uniform thickness of
75mm. 2. The beam is subjected to the loading shown. Assume El is constant (1) Draw the bending moment diagram (2) Find the deflection curve along the entire beam using method of integration. 3. Determine the slope at
Busing moment-area method.