DIFFERENTIAL LEVELING. In the following diagram, the elevation at BM-Ais known, and we need to know the elevation of BM-K. Prepare the leveling notesand do a customary arithmetic check. No erasures. Show your completecomputations on the space provided. All dimensions are in feet.2001981751.35 ftТР-217588ТР-3180BM K1801.20 ft.ТР-1ВМ АElev.820.00 ft.Datum - Elevation 0.00 ft.10.90 ft5.94 ft.

To find :- elevation of BM K from the given levelling data. We have chosen to use height of…

Answered: DIFFERENTIAL LEVELING. In the following…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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1. In figure 1, a 20kn cylinder is supported by a rod AB inclined at 20° with respect to the horizontal and rests against the uniform bar CD which weighs 10kn. Assume the pins A, B, C, D, and the rollers to be smooth and frictionless. Draw the FBD of the cylinder B, and find the compressive axial force acting on the rod AB. 2. In problem 1, find the normal force acting between the cylinder and the rod CD (specify if compression or tension) 3. In problem 1, draw the FBD of bar CD and determine the magnitude and direction of the force reaction at support C. 4. In problem 1, determine the magnitude and direction of the horizontal component of the force reaction at support D. 5. In problem 1, determine the magnitude and direction of the vertical component of the force reaction at support D. 6. In problem 1, determine the magnitude and direction of the resultant force reaction at support D. Figure 1:
Q.1 A line of level is run from B.M .1 (elevation=102.00m) to B.M. 2(elevation=106.00m). The field observations were recorded as given below: Station В. S I.S F. S Remarks 1 1.95 В.М. 1 2 0.65 2.60 1.45 4 -1.90 -1.60 5 0.55 6 0.50 В.М. 2 Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust the values.
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Q.1 A line of level is run from B.M.1 (elevation=106.40m) to B.M. 2(elevation=110.50m). The field observations were recorded as given below: Station В. S I.S F.S Remarks В.М. 1 1 1.95 0.65 2.60 1.45 -1.90 -1.60 5 0.55 0.50 В.М. 2 Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust the values.
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What is the difference in elevation between station 5 and 2?
The table below is the page of a level field book. Calculate the reduced levels of points C, F and H if the height of instrument (H.I) for the first and second position of the level= 33.1 and 33.5 respectively. Note: the readings inside the brackets (.....) represent inverted .staff reading St. No. A B с le D E F G H I BS (3.4) ? IS (2.7) 0.9 (1.56) (1.9) 2.6 (0.8) FS 0.7 (2.9) C-35.8, F-32.4, H=36.4 C-36.8, F=32.4, H=36.4 C-34.6, F=30.9, H=36.4 C=36.5, F=34.6, H=36.4 C-32.2, F-35.4, H=34.3
Q.I A line of level is run from B.M.I (elevation=106.40m) to B.M. 2(elevation=110.50m). The field observations were recorded as given helow: Station B. S 1.95 Remarks R.M. 1 IS F.S 2 0.65 3 2.60 1.45 4 -1.90 -1.60 0.55 0.50 B.M. 2 Reduce the level of point 2, 3, 4 and 5, determine the total error of closure, and adjust the values.
Q1). Calculate the volume of cut and fill from followings: bo = 6m, s = 10, n = 1 in cut, n = 2 in fill, assume left side higher than right side, the stations and elevations are taken along centerline." St. N.G. Elev. 87 88 1972 12+60 12+80 Design Elev. 82 94
B1
Problem #2 50 kN 15 kN/m 90 kN EI constant %3D D E=70 GPa C I=95x10 mm Required: 8A 8c 0B 6 m 9 m- -9 m
Draw a sketch of level rods (as seen from the eyepiece of an engineer's transit) with the following measurements. 2.255 m 1.452 m 3.515 m 0.250 m 2.518 m i. i. iii. iv. V. Example: SDS

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