Surveying
The correction applied to the measured base of length ‘L’ is

All of these
Slope = (h²/2L) + (h⁴/8L³) where h is height difference of end supports
Sag = L³w²/24P² where w is the weight of tape/m
Tension = (P - Ps)L/AE

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Surveying
Homologous points are

Nodal points of the camera lens
Opposite corners of a photograph
Plumb points of stereo pair of photographs
Corresponding points on the ground and photograph

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Surveying
The prismatic compass and surveyor’s compass

give whole circle bearing (WCB) of a line and quadrantal bearing (QB) of a line respectively
both give QB of a line and WCB of a line
both give WCB of a line
both give QB of a line

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