b) A level run was carried out, using the data below compute the difference in level between points A to J using the Rise and Fall Method. 2.554 1-785 DATUM AL+50m Ourveying A 0-926 B Level Roubin 1-963 3.587 Level Pesition 2 3-2501-945 3.015 D-750 G Position 3 Lovel Position 4 #70.496

Q: If Us = 23.46 kN b *250mm d= 360mm, fc =28 Mpa Gnd fy :37umm, which of the follaning is the moximum…

A: Given data, Vs = 23.96 kN b = 250 mm d = 360 mm = 14.17 in fc = 28 MPa fy = 376 MPa

Q: Required: qno7 . Virtual work method for beams (statically determinate). Ok See below question…

A: From the given question, we have discuss the question by using virtual work method.

Q: ISL TL = 499.9666667 --20)382) A horizontal distance of (500 m) must be lay out with a steel tape,…

A: Given values: Measured condition: Temperature: Tm = 50 degree C Tension = 120 N Pull: Pm =…

Q: solve by ues method of joint

A: ##Calculation of member forces  of truss using Method of joints###

Q: Complete the leveling field notes. Check your final answer mathematically

A:

Q: From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E…

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.