Determine the beam deflection at point H. Assume that EI = 1.33 × 1010 kN-mm2 is constant. Assume both lengths are decreased by a factor of 2π.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 0.76 × 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 = 5.98 × 1010 kN-mm2 is constant. Assume both lengths are decreased by a factor of 2π.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 2.73 × 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 = 1.25 × 107 kips-in.2 is constant. Assume the length between A and H is increased by a factor of 5π.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 1.10 × 107 kips-in.2 is constant. Assume the length between B and C is increased by a factor of 25π.

Assume that M0 = 5.75 kN-m and L = 5.80 m. Determine the reaction at support B. Assume that EI is constant for the beam. Assume the beam weighs 25 kN/m.

Assume that M = 117 kN-m and that EI = 5.0 × 1010 kN-mm2 is constant. Determine the concentrated downward force P required to make the total beam deflection at B equal to zero. Assume both lengths are increased by a factor of 25π.

Assume that P = 31 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.)

Determine the beam deflection at point H. Assume that EI = 2.36 × 1010 kN-mm2 is constant. Assume both lengths are decreased by a factor of 2π.