This document contains an exam for a surveying course with 5 questions. Question 1 involves calculating the horizontal distance between two points using angle and tape length measurements. Question 2 involves calculating elevations of points using inclined stadia readings and computing cut depths for an underground sewage pipe. Question 3 involves calculating the area of a plot using UTM coordinates measured by total station and calculating a volume using prismoidal formula. Question 4 involves calculating bearings, azimuths and coordinates for a traverse. Question 5 involves calculating stations and coordinates for points on a horizontal curve given the degree of curvature, azimuths and coordinates of one point.
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Biological control systems - Time Response Analysis - Step and Impulse responses of first order and second order systems, Determination of time domain specifications of first and second order systems from its output responses.
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REMEDIAL MATHAMETICS PHARM D 1ST YEAR FORMULA'SDEVKAREAKSHAY
1. CIRCLES
2. DIFFERENTIALCALCULUS
I. LIMITS
II. DIFFERENTIATION
III. SUCCESSIVE DIFFERENTIATION
IV. LEIBNITZ’S THEOREM
V. PARTIAL DIFFERENTIATION
VI. MOST COMMON TRIGONOMETRIC FUNCTIONS IN THE DIFFERENTIATION
Biological control systems - Time Response Analysis - S.Mathankumar-VMKVECMathankumar S
Biological control systems - Time Response Analysis - Step and Impulse responses of first order and second order systems, Determination of time domain specifications of first and second order systems from its output responses.
Biological control systems - System Concepts-Mathankumar.S, VMKVECMathankumar S
Biological control systems - System Concepts- Basic structure of control system - Types of systems - Open loop systems, closed loop systems, Effects of feedback, Block diagram & Signal flow graph, conversion of block diagram to signal flow graph, reduction of block diagram and signal flow graph.
REMEDIAL MATHAMETICS PHARM D 1ST YEAR FORMULA'SDEVKAREAKSHAY
1. CIRCLES
2. DIFFERENTIALCALCULUS
I. LIMITS
II. DIFFERENTIATION
III. SUCCESSIVE DIFFERENTIATION
IV. LEIBNITZ’S THEOREM
V. PARTIAL DIFFERENTIATION
VI. MOST COMMON TRIGONOMETRIC FUNCTIONS IN THE DIFFERENTIATION
Hello all the aspirants, we are sharing the PDF of NEET 2017 question paper "SET A" with you. Please download it and get the bulk of previous year questions related to the exam.
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”, Degree of Master of Science in Structural Engineering. - University of Tec...
Final term 2012-2013 D1
1. AL-MANSOUR UNIVERSITY COLLEGE
FINAL EXAMINATION 2012- 2013 FIRST ATTEMPT
Subject: SurveyingDept: Civil Engineering
Date: 20th
Jun 2013Year:2012-2013
Time: Three hoursExaminer: Ehab T. Ibrahem
Note: Answer Four Questions Only.
Q1)
For the purpose of measuring the horizontal distance (DAB) shown
in the figure, a (40-m) steel tape is used to take the following
horizontal measurements (DAC): (73.097, 73.245, 37.222 and
73.298 m) respectively.
Angle (C) is (62° ± 1').
Angle (A) is (90° ± 0').
If the actual length of the tape is (40.02 m):
1. Compute the most probable value of the horizontal distance (DAC)
and its standard error.
(12marks)
2. Compute the horizontal distance (DAB) and its standard error.
(13marks)
Q2)
a) For the purpose of measuring the elevation of
point (B) in figure below, inclined stadia
reading were taken at point (A) on the (2nd
)
floor, the readings are as given in the table:
1. Compute the horizontal distance (DAB).
2. Compute the elevation of point (B).
(12marks)
b) For the same figure, a crane is used for underground sewage pipe construction, from point (B), the staff
reading on point (C) is (1.40) and for point (D) is (3.422 m), if the required sewage pipe elevation at
point (C) is (-4.00 m), calculate cut depths at points (C) and (D).
Note: Sewage pipe slope is (12%) and (hi = 1.5m) at point (B).
(13marks)
Theodolite
station
Reading at point (A)
Inclined stadia reading V.A
F.RU M L
Point (B)
(hi =1.5 m)
1.595 1.5 1.405 308° 33' 5"
2.597 2.5 2.403 311° 44' 14.5''
Page 1 of 2
A
Structure Building
Roof elevation (+12.00 m)
B
3m
3m
3.2m
Truck
C DG F
1st
F
2nd
F
Sewage pipe
Crane
12%Elev (-4.00m)
9 m
depth
depth
CA
River
B
2. Q3)
a) For the purpose of measuring the area in the figure shown, a
total station is used to measure the (UTM) system coordinates;
the reading are as follows:
Point E N Z
1 210.747 271.007 34.987
2 309.706 271.007 33.567
3 309.706 172.048 36.287
4 210.747 172.048 32.651
Calculate the area.
(12marks)
Q3
b) Calculate the volume of the earthwork
between two cross-sections as shown in
the table by prismoidal formula if the
formation width of the road is (7 m):
(13marks)
Q4)
For traverse (ABCDE) by using the
angles to the right:
1. Tabulate and calculate the bearings
and azimuths of all lines.
(12mark)
2. If side (AE) is (50 m) long and point
(A) coordinates are (200,200), find
point (E) coordinates.
(13mark)
Q5)
Two sides (AB) and (BC) are connected by a horizontal
curve as shown in the figure, the degree of curvature of
the curve is (8°) calculated on a standard chord of
(100m). If azimuth of (AB) is (50°) and (BC) is (140º),
length of (BC) is (950 m), station of (A) is (10+32.62)
and of (B) is (25+32.62), the coordinate of point (A) is
(2000, 2000), calculate:
1. Stations of (PC, PT, and point C).
2. The coordinates of (PC).
(12marks)
3. If the station of point (G) is (19+00), find point (G) coordinates.
Q4)
(13 marks)
Station
Cross-section Area
L C.L R Cut (m2
) Fill (m2
)
62+60
f 2.5
7.34
f 3.3
0.0
f 3.8
8.7
0.0 ?
62+90
f 0.7
6.05
f 1.4
0.0
f 1.4
6.3
0.0 ?
Page 2 of 2
1
st
point
2
nd
point 3
rd
point
4
th
point
Area?
3.
4. 4
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