Answer:
![e_(ab) = 4.18*10^(-3)](https://img.qammunity.org/2021/formulas/engineering/college/sx38r3u4aghnzdxrmnl5tknfdk8qg3scpy.png)
Step-by-step explanation:
This question will be solved with the help of diagram (see attachment)
Given:
Δ∅ = 0.50 degrees (correction)
BC = 800 mm
AC = 600 mm
Solution:
We use coordinate system with point C as origin (0,0)
Hence,
Point A = (600,0)
Point B = (0,800)
The change in length or displacement can be calculated BB' :
BB' = BC * tan (Δ∅) = (800 mm) * tan (0.5) = 6.9815 mm
Hence, Point B' = (-6.9815,800) and we calculate distance A and B
![AB = √(600^2 + 800^2) = 1000 mm](https://img.qammunity.org/2021/formulas/engineering/college/92z2kl11r9t8v1vu9kyltlwvj3nzb2t1qk.png)
We calculate distance A and B'
![AB' = √((600 - (-6.9815))^2 + (0-800)^2) = 1004.2 mm](https://img.qammunity.org/2021/formulas/engineering/college/o0ivdku75lmkn7ytrak7y81c5loada3qu0.png)
Normal Strain in AB is:
![e_(ab) = (AB' - AB)/(AB) \\\\= (1004.2 - 1000)/(100)\\\\= 4.18 * 10^(-3)](https://img.qammunity.org/2021/formulas/engineering/college/p5pj9rvxk77l1y2bfxmfisb8l531m9hbr5.png)
The solution is :
![e_(ab) = 4.18 * 10^(-3)](https://img.qammunity.org/2021/formulas/engineering/college/6smmku5o33fwn1h6qx5yc0npxblntbr6wn.png)