1 SOLVED PROBLEMS

72 SOLVED PROBLEMS

Question: B.1

\nabla \cdot \underline{F}=\frac{∂}{∂x}(x)...

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Question: 5.12

a. The principal stresses may be found from the ro...

Question: 5.11

We will assume a sense (sign) for the unknown shea...

Question: 5.10

First, we validate our assumption that thin-walled...

Question: 11.3

1. Since we are asked to use a safety factor of 2....

Question: 11.2

Since the column has one fixed and one free end, t...

Question: 11.1

Figure on next page indicates that we must conside...

Question: 9.7

The work we have done in Example 9.6 allows us to ...

Question: 9.6

Castigliano’s second theorem lets us find the defl...

Question: 9.5

If the load is not sufficient for the gap to close...

Question: 9.4

Since there are no applied axial loads we know tha...

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