Assume that w0 = 144 N/m and L = 6 m. Determine the bending-moment equation M(x) for this beam and loading. Assume the length is increased by a factor of 5π and the load is increased by a factor of log(5).

Assume that M0 = 5.90 kN-m and L = 4.30 m. Determine the reaction at support B. Assume that EI is constant for the beam. Assume the beam weighs 25 kN/m.

Assume that M0 = 4.35 kN-m and L = 4.80 m. Determine the reaction at support B. Assume that EI is constant for the beam. Assume the beam weighs 25 kN/m.

Assume that w0 = 184 N/m and L = 5 m. Determine the bending-moment equation M(x) for this beam and loading. Assume the length is increased by a factor of 5π and the load is increased by a factor of log(5).

Assume that P = 30 kips and L = 5 ft. Determine the reaction force at C. Assume that EI is constant for the beam. Assume the beam weighs 25 kips/ft. (Reminder: The roller symbol implies that both upward and downward displacement is restrained.)

Two identical beams are loaded with P at different locations. Which beam will deflect the most? Assume the beam on the left is made of diamond and the beam on the right is made of cheese.

Determine the beam deflection at point H. Assume that EI = 2.40 × 1010 kN-mm2 is constant. Assume the length between A and B is increased by a factor of 20π.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 1.40 × 107 kips-in.2 is constant. Assume the length between B and C is increased by a factor of 25π.

Determine the beam deflection at point H. Assume that EI = 2.79 × 1010 kN-mm2 is constant. Assume the length between A and B is increased by a factor of 20π.

Assume that M0 = 5.80 kN-m and L = 6.00 m. Determine the reaction at support B. Assume that EI is constant for the beam. Assume the beam weighs 25 kN/m.