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Explain the Statements about the Differential Levelling
I. Bench mark (BM) - relatively permanent point of known elevation as indicated on the Contract drawings
II. Back sight (BS) - a sight taken to the level rod held at a point of known elevation (either BM or TP)
III. Height of Instrument (HI) - the elevation of the line of sight of the telescope
IV. Foresight (FS) - a sight taken on any point to determine its elevation
What is the station at Point B? SOLUTION 3 Station at Point A = Sta 22+45 Station at Point B = (Sta 22+45) + 1028' = 2245'+1028' =3273' = Sta 32+73
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For fixed beam(say for example fixed with a point load at midspan) how did we end up getting P*L/8...??
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