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Assume that w0 = 131 N/m and L = 6 m. Determine the bending-moment equation M(x) for this beam and loading.

Determine the beam deflection at point H. Assume that EI = 1.07 × 107 kips-in.2 is constant.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 2.35 × 107 kips-in.2 is constant.

Assume that M = 109 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.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 1.92 × 107 kips-in.2 is constant.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 2.39 × 107 kips-in.2 is constant.

Determine the beam deflection at point H. Assume that EI = 1.33 × 107 kips-in.2 is constant.

For the beam loaded as shown, use the method of superposition to determine the beam deflection at point H. Assume that EI = 1.73 × 107 kips-in.2 is constant.

Determine the beam deflection at point H. Assume that EI = 1.47 × 1010 kN-mm2 is constant.

Two nearly identical beams with different elastic moduli (E1 < E2) are loaded with P at center span. Which beam will deflect the most? Ignore the weight difference between the two beams.