If the depths of the points A, E are (- 0.79m), (-1.47 m) and the R.L of A,E are :(30.21m)(29.28m ) the grad are A= 29.42m, E= 30 m O A= 31m, E= 30.18 m b) O A= 31m, E=30.75 m O A= 29.42m, E= 30.18 m b) O

If the depths of the points A, E are (- 0.79m), (-1.47 m) and the R.L of A,E are :(30.21m)(29.28m ) the grad are A= 29.42m, E= 30 m O A= 31m, E= 30.18 m b) O A= 31m, E=30.75 m O A= 29.42m, E= 30.18 m b) O

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: Determine Delta-B and Teta-B using Double Integration Method and draw the Qualitative Deflected…

A: Force in the vertical direction - For sum of the moment at the point A- From the equation 1,…

Q: 1.2m AAT 12kN C 1.5m 18kN D 1.8m DB

Q: Find OD using moment-area method. Use E = 2,000 k/in^2 and 1 = 400 in^4. 3 k A 3' TIKI B 9' 9 k C 3'…

A: Given: A beam with loading E = 2,000 k/in^2 and I = 400 in^4 Required: Slope at D using moment…

Q: b kN/m a kN/m 1.51 "d" m A "c" m "c" m 21

Q: Calculate the horizontal displacement and the slope at C. 10x10 cm? |C 2 KN E = 200 GPa 10x20 cm B…

A: The virtual work method is also known as the unit load method. In this method, the deflection of a…

Q: s = 20 ft Determine the two possible angles so that the water strikes at B. VA = 40 ft/s 4 ft 8 ft

Q: If the stadia constant is 0.381 m., determine the following: A. Length of line AB. B. Difference…

Q: A E' s=65.34 m

A: Given : The height of Point A on which the instrument set is HA = 102.119 m The…

Q: 50KN B Determinate Truss A 60 C 30° 2m A = 0.00001m², and E = 200x106 KN/m²,

Q: Determine the the vertical component of the displacement at point"d" for the shown beam. 2m b 7 50…

A: A double overhanging beam is loaded with uniformly distributed load, we need to find the vertical…

Q: One side of a traverse has a length of 50 metres and a whole circle bearing of 200°. Calculate the…

Q: Consider the structure below. Using virtual work, compute the vertical displacement at point C. 30…

A: Given: A frame with loading on it E = 200 GPa, I = 300*10⁶mm⁴ Required: Vertical displacement at C…

Q: If theta is 12 degrees and F = 75 KN, determine the resultant along y

A: The summation of forces along y-direction is resultant force along y-direction (Ry) i.e. along both…

Q: 1. Determine the slope at point B in 3 decimal places and in terms of radian 2. Determine the…

Q: 3- Find the value of resultant R, if T=600N, P=450N, F=20ON, B=60°, a=40°.

A: Consider the free body diagram of the given force system. Resolution of forces in x-direction is…

Q: a. Determine the horizontal displacement at C. [Select] b. Calculate the slope at C. [Select]

Q: Determine the maximum height, h, perpendicular to the ground. h 55.30 ft/s² 25° 35° I

Q: Given the following, solve for the length of chord: • D = 2° • 1 = 15.968° NOTE: Solution not…

A: Given,D=2°I=15.968°To determine,Length of chord L

Q: IN THE FIGURE, THE WIDTH OF A RIVER BEING OBSERVED IS 63m. ASSUMING THE TRANSIT BEING USED HAS AN…

Q: Question 2 Calculate the slope at point Cin degrees. E- 200 GPa, I= 1240 x 106 mm4 Express your…

A: Force in the vertical directionRA + RD = 12×10×2 + 10×1.5 + 20×4RA + RD = 105 KN .......1Sum of the…

Q: P and Q are two points 367 m apart on the same bank of a river. a and ß are 57° 0 0" and 46°0…

A: Given above survey about a river with PQ = 367m and angle 57° and 46° we have to find TN distance

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: Given the following, solve for the • R = 276.280m • 1 = 45° NOTE: Solution not required

A: Given that Radius r = 276.28 m Intersection angle I = 45 degrees Middle ordinate (m) = ?

Q: Determine the elevation of PVI and PVT L=59.731

A: Given:- The initial gradient = 1.79% The final gradient = -1.15% The length of the curve = L =…

Q: If theta is 12 degrees and F = 75 KN, determine the resultant along x, (Rx).

A: The resultant force along x-axis, Rx is the summation of all forces acting along positive and…

Q: PROBLEM 3: Points A and B are 40 m apart while B and C are 10 m apart and are of the same elevation…

Q: A wire makes angles of 35° and 55° at support A and B, respectively, as shown. If the wire has a…

A: Given cable is in parabola .mass density of parabola is 0.5kg/m. Horizontal angle at support A = 35…

Q: in accordance with Rankine 's Theory, what angle 0 in degrees, results in a coefficient of lateral…

Q: 1. Find the volume of the pyramid with the given radius=2.886 PLAN -2.886 and a height of 7.00 cm.…

Q: An instrument is setup at point A, and the rod at B. Elevation of point A is 300m. Height of…

A: Given: Elevation of point A = Bench mark reading = 300m Height of instrument at A =Backside reading…

Q: In the figure, Lines AB and CD are established perpendicular to line MAC, and points B and D are…

Q: Determine the horizontal distance from A to B if the readings are: ROD STADIA READING POSITION UPPER…

Q: 15 kN 30 kN 5 kN/m B 3m 5m Apply the virtual work method to determine the slople at point A. E = 200…

Q: 1. Determine the slope and displacement of point C. El is constant. Use the method of virtual work.…

A: Given data E = 70 GPA = 7 × 104 N/mm2 I = 5 × 108 mm4

Q: Using double integration method, determine the value of the constant, C2 for segment AB. M=400 kN.m…

Q: Usingvirtual work determine displacenent lat' Bi 3 ET 12,5 +2, 5 1o00 (IN) A

A: By the principal of virtual work, deflection at any point of the beam can be calculated as: Now,…

Q: 2. A transit with a stadia interval factor solve in # 1 was set at C on the line between points A…

A: The given data is shown below: Stadia constant=0.831m

Q: Just Find Depth and width that gives the given I .

A: Given I = 1*10-4 m4 Required Find depth and width which gives value of I

Q: Find the length of a lake, CB, given the distances AB = 290 m and AC = 225 m and the angle A= 72°.…

Q: 30 kN 50 kN to B D A 1m 3 m 2 m Figure P-403

Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

If the depths of the points A, E are (-
0.79m), (-1.47 m) and the R.L of A,E are
:(30.21m)(29.28m ) the grad are
A= 29.42m, E= 30 m O
A= 31m, E= 30.18 m b) O
A= 31m, E=30.75 m O
A= 29.42m, E= 30.18 m b) O

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

A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B, and the following stadia readings were observed. Position of Vertical Hair Rod Readings Middle 1.175 Angle Upper Lower +15 35 -8°08 Rod at A 1.330 1.020 m 1.736 m Rod at B 1.972 1854 If the stadia constant is 0.381 m., determine the following: 1. Length of line AB. 2. Difference in elevation between points A and B. 3. Find the horizontal distance from the transit to the rod held at B. 4. Show the solutions and sketches.
A line is recorded as 472.90 m long. It is measured with a 0.65 kg tape which is 30.005m long at 20°C under a 50 N pull supported at both ends. During measurement the temperature is 5°C and the tape is suspended under a 75 N pull. The line is measured of 3% grade. What is the true horizontal distance? E = 200 GPa, cross-sectional are of tape is 3 mm² and coefficient of linear expansion is 0.0000116 m/°C.
Given: b = 300mm, d = 450mm, As’ = 2D25mm, d’ = 65mm, fc’ = 28MPa, and fy = 415MPa. Solve for ɸMn if: As = 6D32mm
Given: b = 300mm, d = 450mm, As’ = 2D25mm, d’ = 65mm, fc’ = 28MPa, and fy = 415MPa. Solve for ɸMn if: b. As = 6D36mm
Find the horizontal displacement and rotation at point A. EA is constant. USE VIRTUAL WORK METHOD. Final answer must be boxed and rounded to nearest 3 decimal places.
Using the virtual work method, determine the horizontal and vertical displacement of point B. Answer: ΔBx = 0.086 inches (left). ΔBy = 0.167 inches (downward).
What is the horizontal displacement at D to the nearest 0.0001 in? Displacement to the right is positive and to the left in negative. P = 11k EA = 162,000 k BC is built 0.012 in to short. B C N 3' 3' FL a 3' D
1. In each case, establish a position vector from point A to point B. 1m 3 m -4 m B 3m
From the given frame: Use Virtual Method, E = 200 Gpa, I = 200x10^6 mm^4 Determine the horizontal displacement at C Calculate the slope at C
Please solve the given DE via Integrating Factor
26. The lateral area of a regular pyramid with a square base is 1120 cm2 and altitude of 20 cm. Compute the base of the square. A. 36 cm B. 24 cm C. 42 cm D. 30 cm
From the figure shown, find the slope at Cin kNm2/EL. El is constant 2 m 20 kN 1256 5:23 62.82 17 67