Question: Problem 3 ( 1 0 pts ) Derive the influence line functions ( i . e . , as a function of x ) for

Problem 3(10 pts) Derive the influence line functions (i.e., as a function of x ) for the vertical reactions at support A and E , and the internal shear force and bending moment at point D of the frame shown below. For a concentrated live load of 40 k and a uniformly distributed live load of 4kft, the maximum shear force(s) and moment(s) at point D are nearly? The unit-load traverses from point B to point F.
Problem 3 ( 1 0 pts ) Derive the influence line

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