Upper reading = 1.64 m Middle reading = 1.57 m Lower reading = 1.51 m Vertical Middle Angle = 10°32’00” Elev of point A = 333 m H of instrument = 1.2 m K = 100 Stadia Constant = 0 Solve the ff.: A. Inclined, horizontal, and vertical distance B. Elevation of point B.

Upper reading = 1.64 m Middle reading = 1.57 m Lower reading = 1.51 m Vertical Middle Angle = 10°32’00” Elev of point A = 333 m H of instrument = 1.2 m K = 100 Stadia Constant = 0 Solve the ff.: A. Inclined, horizontal, and vertical distance B. Elevation of point B.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 2. Convert the following bearing to azimuth a. N 05°27'59" W b. S 21°12'10" W C. c. S 88° 45'48" E…

Q: Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60…

Q: Q1/ Find the slope of the line : 3x + 4y = 12. x+3= the slope is y=- m=--

A: Given: The equation of line is, 3x+4y=12 The slope of the line is to be determined.

Q: Determine location of neutral axis

A: Given data : Consider upper flange portion (A1)=100×20=2000 mm2Consider web portion…

Q: Prob. # 9. using the double integration me nine the slope and displacement at point C 15AN 6 kN m 3m

A: Given : Constant EI. With uniform Load of 6KN/m and point load at center of 15KN. To Find: Slope and…

Q: 1. Compute the true bearing of line AB S 80°50’ E if the magnetic declination in the locality is…

A: The True Bearing of a line = Measured Bearing ±Magnetic Declination For Whole Circle Bearings…

Q: Determine the elevation of the higest point.

A: Use equation of submit curve

Q: Determine the elevation of the points using Collimation method. 3.116 2.225 3.035 1.822 A Ele.…

A: Let us estimate the Elevations in step 2.

Q: In 2012, the side AB of an equilateral field ABC (with an area of 692.80 m^2) has a magnetic bearing…

Q: Moment Area Method 1. Determine the slope at points B and C of the beam given. IfE = 200 GPa and I =…

Q: Determine the angle e between the lines AB and AC. В (4, 3, –1) m A (5, –1,3) m

Q: Find ly for the symmetric area shown. 12 8

A: A section have been given and it has been asked to determine moment of inertia about y axis. Please…

Q: Provide the slope of water surface line in m/m. Section 1 water surface elevation = 80m Section 1…

Q: 60⁰ Find the vertical and horizontal displacement at point C using the CASTIGLIANO THEROEM (de) v =…

A: Given data:

Q: azimuth in

A: solution of above problem is below:

Q: QI Determine the vertical rotation of point B. 35 kN/m B. -3m- 9 m El-constant E E =70 GPa %3D I -…

A: Step 1

Q: Compute and draw the equivalent Azimuths and Bearings. Equivalent Azimuths and Bearings Azimuth…

Q: 54. Calculate the magnetic declination, if the magnetic bearing of a line is N 81°E and true bearing…

A: Given data: Magnetic meridian = N 81o E True meridian = N 77o E

Q: 4. OJ (N 15° 18' E) ; OK (S 50° 5" E) and OL (Due West) Angles JOL and JOK

Q: Define Coefficient of Lateral Earth Pressure at Rest

A: Earth pressure: Th force is acting on the retaining wall when the soil is under the sloping…

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

Q: Express F1 and F2 as Cartesian vectors.

A: F1=30kN F2=26kN angle = 30 degree To find:- F1& F2 as Cartesian vectors

Q: 2. Convert the following bearing to azimuth (1 point each) a. N 05°27'59" E b. N 21°12'10" W c. S…

Q: Determine the slope at point B of the cantilever beam shown in Fig. 7.12(a) by the virtual work…

A: Principle of virtual work: when a system is said to be in equilibrium, the forces which are applied…

Q: Consider the following figure. Determine: Go 235 40 the azimuth of line AB from the south; the…

Q: B.M. is a point has a known elevation according to the ground False True

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Q.1. A five-sided field traverse has the following angles: A = (101° 28'38"): B= (102° 10'54") : C =…

A: The downgraded level or the downtown line is also the same when testing to measure the level of a…

Q: Convert the given bearing value into azimuth referred from the south. 6. N28°10'E 7. S69°35'E 8.…

A: to find - azimuth from south for given bearings

Q: Q. 5le 3 30 KN 120

A: Solution to question (1) (For Q2,Q3 please post separate question)

Q: Iculaté the wetted perimeter of a angular section having a depth of 4m and e side slope is1H:1V.…

A: To find the wetted perimeter (P)-

Q: Determine the true bearing of the line AD, true azimuth of line AD from north and true azimuth of…

Q: Convert from a. b. bearing to azimuth. S 25° W N 35° E c. N 20° W

Q: Convert the following bearings to their equivalent azimuths: [ Select ] N 25015' E (azimuth from…

Q: The side AB of an equilateral field ABC with an Area of 692.80 sq. m has a magnetic bearing of N…

A: We have to determine the value of bearing of the line AD according to the given data like 692.80 sq.…

Q: a. Compute the stadia interval factor. b. Compute the horizontal distances DE and DF c. Compute the…

A: Stadia levelling is a combination of spirit and trigonometric levelling. In this the horizontal…

Q: With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to…

Q: E=2,85. 10 ka, 4S kN/m I= 2,64.10 %3D 20 kN 1,5 I 4I 4m 21 fxed Support 3m sliding Support Vertical…

Q: 5. OL (S 70° W); OM (N 20° 45'); ON (S 10° 18' E) Angles LOM, MON and LON

A: To find out the angle between LOM, MON, LON and also plot thr bearing.

Q: Make a short report about trend, bearing, azimuth, strike and inclination

Q: With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to…

A: the staff is held at station A and B are at distance of 194.2 m and observations are taken at…

Q: Given data: Pressure head%3D20 m velocity head-5 m Datum head%=2 Determine total head

A: Introduction : Total head is sum of pressure head , velocity head and datum head Given data :…

Q: From the open traverse ABCDE shown below, determine the following: 4 86°08' 43 20 A E B 50 12' 35°35…

Q: A transit with a stadia constant of 0.381 and stadia interval factor of 100.8 was set up between…

A: Given: The stadia constant (C) is 0.381. The stadia interval factor (K) is 100.8.

Q: With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to…

A: Note:- The value of "y" is not given Given:- The stadia intercept at point B = (1.94+y) m The stadia…

Q: Convert the following magnetic bearings to geodetic bearing in deg-min. 1. Bearing: S 56° 10'W,…

Q: Determine the difference in elevation between points A and C.

A: The values given in the question are as follows: The upward slope of line AB=3.6% or…

Q: From point A in between B and C, the angles of elevation of B and C are 18°30'and 8°15'…

A: Given data- Point A lies between B and C. The angle of elevation of B and C are 18°30'and 8°15'…

Q: Find the elevation of all points by height of instrument method if the elevation of B.M is equal to…

A: first draw a table and fill it with the data given according to the figure using these formulas…

Question

100%

Given:
Upper reading = 1.64 m
Middle reading = 1.57 m
Lower reading = 1.51 m
Vertical Middle Angle = 10°32’00”
Elev of point A = 333 m
H of instrument = 1.2 m
K = 100
Stadia Constant = 0

Solve the ff.:

A. Inclined, horizontal, and vertical distance

B. Elevation of point B.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

3. Given the respective reading from an internally focused instrument from a stadia rod are as follows; Upper stadia reading = 1.100m Middle reading = 1.195m Lower stadia reading = 1.290 A. What is the rod intercept S? B. Determine the stadia distance C. Compute the elevation of sighted station if the height of level instrument from the occupied station is 1.50m. Assume elevation of station occupied is 100m
Question: 1 To determine the elevation of station A, the following observation were taken, the rod held vertically. The instrument fitted with Anallatic lens and value of constant was 100. Inst. Station Height of instrument Staff Station Vertical angle Staff Reading Remarks O 1.440 B.M - 5o40’ 1.332 1.896 2.460 R.L of BM = 158.205 m B 1.440 C.P +8o 20’ 0.780 1.263 1.746 A 1.380 C.P -6o 24’ 1.158 1.617 2.076 subject: Engneering surveyin 1
Thank you
h er 6. Calculate the height difference of level surveying and the elevation of point B in Tab. 2-6. Station number Surveying point HA I II a IN BM. A TP₁ TP₁ TP₂ TP₁ TP, TP₁ B TP MSL Σa-2b= II Back rod reading (mm) 1780 1651 1167 b₂ 1726 Level surveying record Front rod reading (mm) TP₂ E 1200 1050 1789 1448 TP, & (height difference) (m) + da TP Tab. 2-6 H(m) 20,000
In the accompanying sketch, A, B, and C are three known control stations and P is the position of sounding vessel which it to be located. B A AB = 6708.40 m AC = 6925. 50 m ZBAC = 112°45' 25" %3! C = 25°32'40" : 45°35'30" Determine the following: 1. Angle ACP in deg-min-sec 2. Length AP in meters 3. Length of BP in meters 4. Length of CP in meters 5. Angle BAP in deg-min-sec 6. Angle CAP in deg-min-sec
use of stadia reduction tables. From an instrument station a backsight was made on a turning point and the following data were obtained: Upper stadia hair reading = 1.745m Rod reading = 1.495m Lower stadia hair reading = 1.245m Stadia constant = 0.381m Stadia interval factor = 95.5m Observed vertical angle = -15 30’ Height of instrument above occupied station = 1.495m Elevation of turning point = 463.24m Determine the elevation of the instrument station using values taken from stadia reduction tables.
USE OF STADIA REDUCTION TABLES. From an instrument station a backsight, was made on a turning point and the following data were obtained: 9. upper stadia hair reading = 1.745m rod reading = 1.495m lower stadia hair reading = 1.245m stadia constant = 0.381m stadia interval factor = 95.5 observed vertical angle = -14°34' height of instrument aboye occupied station = 1.495m elevation of turning point = 463.24m Determine the elevation of the instrument station using values taken from stadia reduction tables.
vertical angle is 30°23’, and observed stadia intercept is 2.20m. The stadia interval factor at the measurement used 95.50m and C is 0.30m, if the height of the instrument is 1.62m, and the rod reading is taken 1.95m. Determine the HD, VD, ID, and DE. Given:K= 95.5mS= 2.2mC = 0.3mVertical Angle = 30°23’
Q4) Answer the following (choose THREE only) 1- Convert the following into required: 23 chain +73 link +17 cm into meter. 2- Calculate the obstructed distance AB using the figure below. A 35m B' 50m C' 40m D' 50m 3- Curvature and refraction error are neglected in simple leveling. Why? 4- The ground area of 4.3 cm at a map of scale 1:500000. Calculate that area in don, olk, and meter.
hand written plz Horizontal Curve data STAPI = 98+47.30 R = 1000.00 A=19° 20'00" What is the deflection angle to 98+00, set on the BC, back sight the Pl? O 3° 52'47" O 10° 00'00" O3° 31' 29" O 7° 02' 58" O 05° 20'00"
Given the following stadia level notes Sta Observed Stadia Intercept Vertical Angle A 1.056 m +2 deg B 1.260 m -4 deg on 1.65 m The instrument was set up at point C with elevation 96 m .The height of instrument is 1.2 m a. Compute the difference in elevation between A and B .f/i=100 b. Calculate the elevation at sta A
5. A line AB is measured at both ends as follows: Instrument at point A, slope distance = 879.209 m, vertical angle = +1° 26' 50" Instrument at point B, slope distance = 879.230 m, vertical angle = +1° 26' 38" The height of the instrument, reflector, and target are equal for each observation. a. Compute horizontal distance AB. b. If the elevation at A is 163.772 m, what is the elevation at B?