Draw the bending moment diagram and shear force diagram

Reference no: EM13561482

1.Use the concept of real work equivalence to compute the vertical deflection at the free end of the cantilever beam shown below. The 12 inch wide beam has a uniform taper and E=3000kips/in^2

2.Consuder a simply suppurted beam of length 10 feet with concentrated load of 1000lb at the centre of the beam

Reference no: EM13561482

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