To make a peg adjustment, the following notes were taken:                                    Wye level at 1                                  Wye level at 2 Rod reading at P        0.75                                                     1.906 Rod reading at Q       2.766                                                    3.798 Point 1 is on the line PQ and midway between P and Q. Point 2 is on the same line as P and Q but not between them. Point 2 is 25 m from P and 230 m from Q. With the wye level at point 2, what is the rod reading at P for a level sight?

Q: (a) (b) S-diagram A C (c) M - diagram 21.39 3m 25 kN G B 1.5m 1.5m F 5 kN/m E 18.61 3m C 0.5m 20 kNm…

A: Given Load 25 kN & 5 kN/mMoment 20 kNmSpan 11 mTo find out SFDBMD

Q: A level is set up and a reading of 2.195 m is taken on a bench mark the elevation of which is 89.54…

A:

Q: Q/2/..In taping from A to B, a tree on-line necessitated setting an intermediate point C offset 4.5…

A:

Q: sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB=…

A:

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.