Q. 5 Determine the moments MBD, MDB, MDC, and MDE. El is constant. 200 KN A B 20 kN/m 5 m 5 m D C 200 KN I constant E Fixed Q.5

Q: 1. Deflection angles: A = 28° 25' 00" (L) B = 68° 03' 30" (L) C = 120° 34' 00" (L) D = 58° 30' 00"…

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Q: ompute the vertical distance based on the following con

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Q: Given the beam, determine the following: a. location of the maximum deflection from left end of beam…

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Q: Traverse adjustment applicable on the condition that angular accuracy is higher than linear accuracy…

A: Given- Traverse adjustment applicable on the condition that angular accuracy is higher than linear…

Q: 1) What is the interior angle at Point A ? 2)What is the deflection angle at Point B? Note:hand…

A: Fig is given line AB angle is line BC angle is FIND1) What is the interior angle at Point A ?2)What…

Q: e Virtual Work Method to so

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Q: Differentiate between the following: (i) (ii) (iii) Plane Surveying and Geodetic Surveying Obstacle…

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Q: Using MOMENT-AREA Method for deflection analyze the beam below 25KN 10KN/m A El=120000KNM^2…

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Q: For adjusting the traverse, which of the following methods can be used? a. Compass traversing b.…

A: Option (D) is the correct answer.

Q: LINE BEARING Determine the following: 1-2 S 73° 21' E (a) Interior Angle 2-3 S 40° 10' E (b)…

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Q: For the shown uniformly loaded strip of a RC one-way solid slab, the estimated thickness of the slab…

A: A RC one-way solid slab is given, we need to find out the minimum thickness of the slab

Q: The top of a tower signal at B, 2,000 m from A away was sighted through a transit with recorded…

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Q: 1. Deflection angles: E = 108° 13' 30" (L) F = 16° 50' 00" (R) G = 110° 00' 30" (L) A = 28° 25' 00"…

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Q: ELABORATE Three hills A, B, and C are at elevations 135m, 146m, and 154m respectively above sea…

A: h1= 2.5m

Q: 1)Determine the slope and deflection at point “C” using Virtual work method E = 29000 ksi, A= 3500…

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Q: 120 kN 50 kN/m LA 4m 6m 10m

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Q: Draw the figure clearly and in detail given the data provided below.

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Q: 3-) Complete the set of differential leveling using Collimation Method, notes in Table and perform…

A: Taking elevation of BM1 = 110m that is given in question

Q: 2000 kN 400 kN/m 200 kN/m mm Jamming B C m- -10 m -10 m For the beam loaded as shown, how much is…

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Q: hand written plz Horizontal Curve data STAPI= 98+47.30 R = 1000.00 A=19° 20'00" What is the…

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Q: The following staff reading were taken in succession with a level. The instrument was shifted after…

A: The given data is shown below: R.L of Bench Mark=264 mReadings:0.422, 0.684, 1.285, 0.506, 1.793,…

Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

A: Given data  Angle at A for line AB (θAB) =N42°20'E Angle at B for line BC (θBC)  = N30°00'E  Find…

Q: 30 kN/m 15 kN-m A| ,D 5 m 3.2 m 1.8 m 10 m For AB use (bxh) 200 mm x 200 mm For BCD use (bxh) 200 mm…

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Q: Comparison between machaulay method and moment area method in calculating beam deflection?

A: Macaulay's Method for beam deflection: The Macaulay's method is used to determine the beam…

Q: using the Virtual Work Method. Determine the deflection and slope at point B.

A: ##Calculate the deflection and slope at B using unit load method

Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

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Q: Problem 1: Determine rotation at C (8.) and deflection at C (ō) for the beam shown below. (Use the…

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Q: Determine the Horizontal Deflection at D. Indicate the negative sign if the answer is to the left •…

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Q: where is the computation of vertical deflection at the W?

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Q: n Two peg test, how do we adjust the lower capstan screw if the line of sight is inclined upward?

A: Answer  In two peg test, If line of sight is not correct we get inclination from the correct…

Q: The two-peg test is used to determine if the line of sight of the telescope is parallel to the axis…

A: ROD READING INSTRUMENT AT POSITION 1 INSTRUMENT AT POSITION 2 A 1.969 m 1.554 B 2.161m 1.728

Q: The deflection angles of two intermediate points A and B of a highway curve are 4o15’ and 9o15’…

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Q: Side M.Br. N 32° 30' E N 86° 15'E S 72° 20' E S 78° 00' E N 55° 30' E AB вс CD DE EF

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Q: Compute the value of Ely at midspan between supports of the overhanging beam shown. 1000 lb 400…

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Q: What is the standard load that need to be used to compute the CBR values at penetration 2.5 mm? O…

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Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

A: Deflection angle=42°20'-30°00'                              =12°20' L

Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

A: Given data in question  Bearings  To find out  Deflection angle

Q: Compute the adjusted deflection angle at station D as shown.

A: Solution: The given table: Station Deflection Angle A 30°26'00''L B 66°02'30'' L C…

Q: A horizontal collimation test is performed on an automatic level following the procedures described…

A: Answer We are given  Instrument set up at point 1 rod reading at A (ha) = 3.886 ft rod reading at B…

Q: Can someone help me please

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Q: 18. For the frame shown below, determine the rotation and vertical deflection at point A (0A, AA)…

A: E = 200 GPa I = 500 × 106 mm4  Determine the rotation and vertical deflection at point-A using…

Q: Problem No. 4 A simple beam of length L has a clockwise moment M at the left support and half of…

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Q: Using the slope deflection method to find for the bending moment ( hogging and sagging)

A: Using the slope deflection method to find for the bending moment

Q: Which method should a topographer use to measure distance using the method in the image ? A B k k C…

A: Brief concept- The distance can be measured by different methods of surveying. One method is shown…

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.