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Structural Analysis: Structural Analysis

Structural Analysis

Structural Analysis

Errata-Structural Analysis, Felix F. Udoeyo

1.Answer to Ax in Problem 3.3 is 14.14 kN

Correction:

2.Answer to Ay in Problem 3.10 is 6.17 kips

Correction:

3.Answer to Fy and Ey in Problem 3.12 are each 30 kN

Correction:

4.Change the roller support at B to a pinned support to provide stability for member BD, and repeat the analysis.

Correction:

Fig. 3.21

5.The missing diagrammatic sketch of the type of loading in row 6 of Table 11.1 is replaced.

Table 11.1. Fixed-end moments.

6.The computed distribution factors for members BA and BC are correctly placed in Table 12.1.

Correction:

Table 12.1 Distribution Table

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