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9th Edition

Barry J. Goodno + 1 other

Publisher: Cengage Learning

ISBN: 9781337093347

Chapter 4, Problem 4.5.34P

Textbook Problem

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A compound beam (see figure) has an internal *moment release *just to the left of *B *and a *shear release *just to the right of C Reactions have been computed at *A, *C, and *D *and are shown in the figure.

First, confirm the reaction expressions using statics; then plot shear *(V) *and moment (W) diagrams. *Label *all critical Fand *M *values and also the *distance *to points where either *V *and/or *M *are zero.

To determine

**To draw :** All supports for the given beam ABC and a rod CD and along with it diagrams of axial force, shear and moment for AB with the distance points where any critical ordinates is zero.

**Given Information: **

We have the compound beam with internal moment release just to the left of point B and a shear release just to the right of point C shown in below diagrams.

The compound beam has a shear and moment release as below:

Below is the figure representing the segment portion AB of beam.

In the same manner for segment BC,

At point C, taking a moment,

For the segment CD of the beam,

At point C, taking the moment,

Now let us consider point E which is a point at distance b from point B where shear force is zero and the shear-force diagram is as shown below:

Mechanics of Materials (MindTap Course List)

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