Errata-*Structural Analysis*, Felix F. Udoeyo

1.Answer to *A _{x}* in Problem 3.3 is 14.14 kN

Correction:

2.Answer to *A _{y}* in Problem 3.10 is 6.17 kips

Correction:

3.Answer to *F _{y}* and

*E*in Problem 3.12 are each 30 kN

_{y}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