ML20215B530
| ML20215B530 | |
| Person / Time | |
|---|---|
| Site: | Arkansas Nuclear  |
| Issue date: | 10/23/1982 |
| From: | NUTECH ENGINEERS, INC. |
| To: | |
| Shared Package | |
| ML20215B273 | List: |
| References | |
| NUDOCS 8706170357 | |
| Download: ML20215B530 (84) | |
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- 3. Example Problems
-aw The example problems presented L sms wetion are designed The joint and member numbering, truss dimensions, and glo-to familiarize the user with the input procedures for as bal costdinate system are as shown. This example illus-
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many program features as is practical within the design of trates input procedures for a three dimensional truss, and t
tre estruction guide. In addition to the examples shown also highlights a common instability problem often encoun.
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in this section, Appendix A demonstrates how to set up a tered when attempting to model a truss. (See joint 3 in Z batch execution, a7d Appendix B demonstrates how to use direction Figure 14). All members are 5.9 square inches in K
the EDITOR to scan an output file for selected ituns.'
area.
The joint displacements and member loads are to be deter-One example probkm is piovided for each of the five strue.
mined for the following 2 loading conditions:
i 1)
An external force of 50,000 lb in the negative 3.1 EXAMPLE PROBLEM 1 Y diracuon at joint 5.
J' The joint displacements and member forces of the tre 2)
A tamperature increase of 100 F in members 5, shown in Figure 14 are to be calculated for two load,
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3.2 EXAMPLE PROBLEM 2
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The joint displacements and the stresses and forces in the of tHe program as well as the use of matrix alterations to j
i elements of the two dimensional frame shown in Figure 15 model spring supports. It also illustrates the procedure for are to be calculated neglecting shear deformations. This ex-stabilizing joints where only plate elements are attached.
ample demonstrates some of the complex loading features (See joints 5 and 10 in Figure 15 (b).)
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.5' +-1 0':
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