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civil engineering surveying
1. Accurate measurement of deflection angles with a transit not properly adjusted may be made by
(A): none of these.
(B): setting the vernier A at zero at back station and then plunging the telescope
(C): setting the vernier A at zero at back station and turning the instrument to the forward station
(D): taking two back sights one with the telescope normal and the other with telescope inverted
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