Solve the following problems. 1. Using double integration method, for the overhanging beam shown, (a) derive the equation of the elastic curve, (b) compute the value of ô at the right end and (c) calculate the value of å midway between the supports. Use I = 60 in.“ and E = 1.5 x 10' psi. 1000 lb | 400 lb/ft 6 ft→e 4 ft→ 3 ft ITY

For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, (b) the slope at A, (c) the slope at B, and (d) the deflection at midspan. Assume that EI is constant for the beam. Let M0 = 55 kN·m, L = 6.0 m, E = 215 GPa, and I = 110 x 106 mm4.

Note:Hand written solution not allowed.

A concentrated load P = 9 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m., E = 219 GPa, and I = 256 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) P A