ractical Part6/ Find the Elevation in the point (B).ABS12.64Elevation 100.00FS3.11BS10.88TP₁FS2.56BS9.72TP2FS3.10B

Answered: Image /qna-images/answer/f3833f9b-33c2-44b8-ac1f-a59bff4f9abf.jpg

Answered: Find the Elevation in the point (B). BS…

Engineering

Civil Engineering

Find the Elevation in the point (B). BS 12.64 Elevation 100.00 FS 3.11 BS 10.88 TP: FS 2.56 BS 9.72 TP₂ FS 3.10 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: mins. and (p)r-02m.

Q: Levelling Data station 3 Station1 Stationz BS 2.2 IS 2.3 I5 2.3 ES 2-3 Banchmark 100 BS 1.2 BS 2.3…

A: Given:- The leveling data of different stations is given:- Station B.S. I.S. F.S. Benchmark…

Q: 1. Compute and adjust the following set of closed-loop level observations: Pt BS HI FS Elev BM A…

A: To compute and adjust the closed loop level.

Q: stadia reduction table, what is the difference in elevation if the observed vertical angle is…

A: Vertical angle 19°24" Staff intercept =s Difference in election v

Q: An ESP must treat 800,000 acfm with 99.1% efficiency. Assuming an effective drift velocity of 14…

A: Given: The discharge is 800,000 ft3/min. The efficiency is 99.1%. The effective drift velocity is 14…

Q: finite element method (FEM) at CB? a. -75.94 b. -55.94 c. -65.84 d. -72.27 finite element method…

A: Answer The fixed end moments of the beam are shown in the below image

Q: Two reseroirs with a difference in elevation of 17m ave connected by three Pipesinsereis as…

A: Given Height between two reservoirs = 17 m d1= 30cm, f1=0.018, L1 = 300m d2= 20cm, f2 = .02, L2 =…

Q: Problem No.4 A small urban watershed has four rain gauges as located in the figure. Total rainfall…

Q: STA BS HI FS ELEVATION BM-A ТР 1 TP 2 1.73 346.50 m 2.50 1.85 2.76 1.05 TP 3 3.15 1.20 BM-B 1.93…

Q: Find The Precipitation Of H using inverse distance method. Note That F And D Has The Same…

Q: 6. Using the following data, determine the difference in elevation between BM-15 and BM-16? Station…

Q: Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of…

A: Hello dear this is the solution of your problem The answer is found to be Velocity=6.496 ft/s Please…

Q: Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of…

Q: An engineer's transit is setup at point B which has an elevation of 145.65m above MSL. Point B is…

Q: finite element method (FEM) at AB? a. 141.67 kN-m b. 145.67 kN-m c. 155.67 kN-m d. 167.55 kN-m…

A: Anwer The fixed end moments of the beam are shown in the below image

Q: 7.6 For the following consolidated drained triaxial tests on a clay, draw a p' versus q' diagram and…

A: Given data:Testp' (kN/m2)q' (kN/m2)128.7535.46238.3337.38373.7949.834101.664.25134.276.7Stress parth…

Q: DPD Method Course ADJ. LAT ADJ. DEP DPD 2A АВ 69.92 -97.22 BC 57.14 82.10 CD -68.99 67.12 DA -58.07…

Q: The known elevation of BM #415 is 298.767 Figure 1

A: We know formulaHI1=Elev1+BS1andElv2=HI1-FS2example:at STA BM 415HI=298.767+2.486=301.253at STA…

Q: (c) A Dumpy Level was place at the mid point C of A and B which were 200 ft apart. The staff…

Q: 1. DIFFERENTIAL LEVELING STATION BACK SIGHT HEIGHT OF INSTR. FORESIGHT ELEVATION BM 10 4.64 209.65 m…

Q: A leveling staff setup on point R of elevation (-8.79 m), is observed from point A where the three…

A: According to given Data leveling staff setup on point R of elevation = -8.79 m is observed from…

Q: BS Rod FS Readings Fall Reduced Rod Rise Level Station IFS 3.755 346.75 BM1 2.895 1 1.742 2 1.683 3…

A: To find Elevation of the Bench mark 2 (BM2) and elevations of all the rod stations.

Q: II. Complete the leveling note and perform the arithmetic check based on the picture Result Reviewer…

A: ELEV OF BM20 = 131.239

Q: 1. Complete the following differential level notes for a double-rodded line from BM1 to BM2. Show…

A: 1. Complete the following differential level notes for a double-rodded line from BM1 to BM2.

Q: Using stadia reduction table, what is the horizontal distance if the observed vertical angle is…

A: Line of sight is inclined at angle -7°14" And staff is held vertical. Staff reading Upper 1.64…

Q: POINT B.S I.S F.S HI DESIGN CUT+ FULL- ELEVATION 31.994 0.023 RL A 1.289 33.283 1.312 C 1.267 D…

A: There is A table which is Related to surveying. It is Done by "Height of Instrument Method" Now…

Q: Q3) A leveling staff setup on point R of elevation (-8.79 m), is observed from point A where the…

A: Reduced level: The vertical distance between the survey point and the datum line is known as the…

Q: Air Air 0.4m 0.4m Oil S3. 09 0.5m Water

A: Given h1= 0.4 m ,h2= 0.4 m , h3 = 0.5 m Density of water= 1000 kg / m3 density of oil = 900 kg/m3…

Q: STA BM 1 2 TP 3 4 5 6 7 TP₂ 8 9 10 11 TP3 TP BS FS IFS 0.95 3 2.3 3.13 0.64 2.7 2.8 3.1 0.5 0.8 2.16…

Q: 0.9 (IFS) 1.7 (IFS) 3.43 TP1 2.77 (BS) (FS) 2.32 (BS) BM1 EL. 328.70m 2.2 (IFS) BM2 2.45 3.7 (FS)…

A: Given question belongs to levelling topic. Here the back sight , intermediate fore sight and…

Q: STA BS HI FS ELEV BMa 5.87 m 398.12 m 392.25 m TP1 A B 6.29 m 391.83 TP2 3.49 396.10 6.25 ТРЗ D…

A: Elevation + back sight = height of instrument height of instrument-fore sight = elevation

Q: + Q3) A leveling staff setup on point R of elevation (-8.79 m), is observed from point A ,where the…

A: Introduction:- Reduction level:-The Reduced Level is the vertical distance between the survey point…

Q: 8.00 -5.00- -5.00- -5.00- A kN VA KN A kN FIGURE NO. 3

A: To Determine Force in each member using method of joints. As the value of load A is not given that…

Q: matic diagram of the Double-Rodded Survey performed.

Q: 8. Determine the elevation of B.M. 2. Check arithmetic to see if differences are equal. STA. F.S…

Q: 6) Determine the magnitude of the maximum shear force on the inclined member. 7) Determine the…

Q: corrected level for point (A)

Q: 1. (64° 49' 13" to decinal degree 2. 87.375° to DMS to decinal degrees to DMS 3. 19° 12' 18" 4…

Concept explainers

Curve setting

A curve is a turn that is provided horizontally or vertically in the design of highways, railways, and runways. A curve connects two straight lines that are separated by the deflection angle. It helps to change the direction and alignment of the highways, railway tracks, and runways. Therefore, the gradual change in their alignment is made by using a curve to provide comfort to the passengers and this also provides an easy turn to change the direction of the moving vehicle.

Question

ractical Part
6/ Find the Elevation in the point (B).
A
BS
12.64
Elevation 100.00
FS
3.11
BS
10.88
TP₁
FS
2.56
BS
9.72
TP2
FS
3.10
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 with 2 images

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

DIFFERENTIAL LEVELING For the given differential level notes. Determine the station with the highest and 2. lowest elevation. Station BS HI FS Elevation BM-A 1.73 346.50 m TP-1 2.50 1.85 ТР-2 2.76 1.05 ТР-3 3.15 1.20 BM-B 1.93 0.74 ТР-4 1.67 0.98 TP-5 2.12 1.84 BM-C 1.77
B.S Q3). Two points of A and B on opposite bank of a river, the level was setup near A and staff readings at A and B were (3.25 m) and (b1) respectively. The level was changed to near B and respective staff readings on A and B were 2.15m and 1.8m, Bis elevations of A and B are 82.6m and 83m respectively, find value of (bl).
I need a quick solution within 15 minutes With my best wishesTon.
A level is set up at a point 140 m from A and 110 m from B; the observed staff readings at A and B are 2.255and 1.575 respectively. The true difference of level between A and B is 0.6691 0.6795 0.6882 0.6800
The following level notes for the determination of BM#2 do not check. The elevation of BM#1 and the rod readings are correct. Determine the corrected elevation of BM#2. STA B.S. H.I. F.S. ELEV. BM 1 6.72 127.36 120.64 TP 1 12.43 138.55 1.24 126.12 ТР 2 2.65 140.09 1.11 137.44 TP 3 0.54 132.59 8.04 132.05 ТР 4 4.27 124.55 12.31 120.28 BM 2 3.02 121.33
The following set of level noted is to be completed by employing the rise and fall method. The difference between the reduced level of point a and the reduced level of point d is a. 0.57 b. 0.72 c. 0.30 d. 0.42 e. 1.29
SITUATION 4. From the given data of differential leveling as shown in the tabulation: STA. F.S. 1 2 3 4 5 6 7 B.S. 5.87 7.03 3.48 7.25 10.19 9.29 6.29 6.25 7.08 5.57 4.45 4.49 ELEV. 392.25
Q - The subsequent readings were curious about dumpy level with four.zero m leveling team of workers and 20.0 m c program languageperiod. 1.755, 2.505, 3.050, 3.950, 1.750, 2.355, 3.a hundred, three.805, zero.905, 2.0.5 and 3.250. If R.L of first point is 15.zero m. Calculate the R.L of different points by way of H.I approach.
exl the leveling station reading was ト35,2-3, 1-0ら」3. 1,2.61,0-83,136) 2.69, 3.45. The e levation at Third and FiFth Point is 30.75, 29.19 and sixth point is T.P. Determine she B.s, I s, F.s, H·I, elevations By using Rise and Fall method.
r=7.36 m Ans os 30-60 cas 45-66.9 N in 30 60 cos 45-132.4N (132 4 -148.3 N - 63.2 gystem at O. 60 cos 45 %4)-60 sin 45 (7) 54 kN 45 kN 1.2 m 0.9 m 0.9 m = 1.600 m 1.792 m OB M. 18 kN
Situation A. Given the Levelling Notes: Sta. B.S. H.I. F.S. Elev. BM 1 1.21 50.00 ТР 1 ТР 2 ТР 3 ВМ 2 1. Determine the height of instrument between TP1 6.20 4.65 4.82 3.11 3.03 5.22 3.16 and TP2 2. Determine the elevation of TP 3. 3. Determine the elevation of BM 2.
From the given profile leveling notes: What is the difference in elevation between station 5 and 2? * Profile Leveling Notes Station BS FS IFS Elev BM1 0.95 255.50m 1 3.00 2 2.30 TP1 3.13 0.64 3 2.70 4 2.80 3.10 0.50 7 0.80 TP2 2.16 1.28 8. 0.90 9. 1.20 10 1.70 11 2.80 ТРз 0.82 2.37 TP4 1.35 3.50 12 3.00 BM2 1.24 1.60 m 3.10 m 2.30 m 0.59 m