Using only bending energy what the horizontal displacement at C to the nearest 0.01in.

Q: 20 - In the cantilever beam in the figure, bar clearance L= 225 cm and single load acting on the…

A:

Q: Please use slope and deflection method to calculate the moment at the fixed support A. 54kN/m A 15m…

A: From the given fixed beam and it is required to calculate moment at the fixed support A by using…

Q: 4. (a)Find the slope and deflection at A in the Figure. (b) Determine the location and the magnitude…

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Q: the force system shown, determine the angle tha resultant makes with the x-axis. SON 240 N.m 45 SN…

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Q: Use the conjugate beam method to determine the slope and the displacement at the C. E = 200 Gpa, l=…

A: To determine slope and deflection at point C ( using conjugate beam)     The free end in real beam…

Q: Determine the slope and displacement at A.E = 29X10^6 psi, I=1800 in^4   using a) moment area…

A: Introduction- The moment-area hypothesis is a mathematical formula for calculating the slopes,…

Q: load 5 A cutted circular beam carries a shown. If fr=SOMPa and fo= 120MPa compute the permissible…

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Q: Practice Problem: Determine the force P required to start the wedge shown. The angle of friction for…

A: Given Data  Angle of friction = 15°  Determine the 'P' value to start the wedge.

Q: Find the horizontal and vertical components in A by the method of least work. Draw the shear force…

A: Given  modulus of the elasticity  E=2100 t/cm2 Moment at B due to external loading…

Q: For the beam and loading shown, (a) derive the equations of the shear and bending-moment curves, (b)…

A: Given overhanging beam with loading conditions and asked to draw SFD and BMD.

Q: Analyze the given structure using Slope Deflection Method 30KN/m 100KN D E 5m 10m 15m 5m El -…

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Q: 2- Analyze the beam shown below due to the applied loads, a settlement of B of 1.2" and an initial…

A: Given data : Settlement at b = 1.2'' , Rotation at d = 0.8 degrees CW = 0.8×π180 = 0.013962 radians.…

Q: The true bearing of a line is 356° and the magnetic bearing is 8° 30'. The declination is

A: Given data- True Bearing TB=356oMagnetic bearing MB=8o30'To Find-Declination δ

Q: The force-couple system shown acts on a trapezoidal plate. a. Determine the value of M, if the…

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Q: y P 4 12 5 Q 3.

A: Given Data- P=120N To Find- The magnitude of Q and magnitude of resultant.

Q: *3-100. If F. = 7 kN and Fa = 5 kN. represent the force system by a resultant force, and specify its…

A: Consider the figure with the dimensions as shown below. The resultant force vector is calculated…

Q: Problem 3: In the wedge figure shown in STAT-002, determine the value of F. The angle of friction at…

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Q: 3. Determine the slope and displacement at C. El is constant. Use conjugate beam method. 10KN 7 KN…

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Q: The simply supported beam shown has a 300N concentrated load located 2.0m, from the left support.…

A: To determine the maximum displacement and the maximum slope of the angle.   Given, Modulus of…

Q: Determine the slope and deflection at B of the beam where E = 200 GPa and 1 = 70 x 10^6 using the…

A: Given:Required:Slope and deflection at B

Q: A 5m- B 6 м с

A: Since there is no loading in the overhanging part of the beam there will be no bending moment in…

Q: Write shear and moment equations for the entire beam. Draw the shear and moment diagram. Draw the…

A: Given data: E = 70 Gpa = 70 × 106 kN/m2 I = 630×106 mm4 = 630×10-6 m4  Find:  Shear and moment…

Q: Determine the horizontal and vertical deflection at point C. Use E = 200 GPa and 1=20x10^6 mm^4. 2 m…

A: E = 200 GPa I = 20 × 106 mm4Determine the horizontal and vertical deflection at joint C. Lets solve…

Q: Please answer fast and do right answer.

A: Step 1:               ⁠⁠⁠⁠⁠⁠⁠Step 2:               Step 3:

Q: Determine the slope at B and the maximum displacement of the beam. Use the moment-area theorems.…

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Q: The maximum deflection of the span length L of the figure is PL^3/3EI

A: Finding out the deflection of cantilever beam and concept of flexure formula.

Q: Compute the slope at point D and maximum deflection of the given beam. | = 3468.1215 x 10° mm E =…

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Q: 4. Determine the magnitude and direction with respect to the positive x-axis of the given forces.…

A: Determine the magnitude and direction of resultant with respect to the positive x-axis of the given…

Q: Determine the displacement at C for the beam below. Consider E= 29(10') ksi and /= 600 Use the…

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Q: Use the method of virtual work and determine the vertical displacement of point B. Each A-36 steel…

A: Consider the free body diagram of the given system.

Q: The bearing of line AB is N 70° W and the azimuth of line Ac is 245 °. Then, the internal angle BAC…

A: To find angle BAC?

Q: Use the conjugate beam method and determine the slope at A and displacement at C. EI is constant.

A: Conjugate beam method is the method in which the beam is taken of same dimension as original but the…

Q: PROBLEM N0.1 В В Зт Зт Зт 3m = 20KN P2 = 40kN P3 = 30KN SOLVE FOR BAR FORCES OF "X" 4m

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Q: The unequal-leg angle is subjected to a bending moment of M, -20 kip-in. that acts at the…

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Q: 1: Determine the slope and the displacement at ponf B for the beam . B 15m

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Q: With the given force F, determine the angle (acute angle) between the Force and the segment AB. Also…

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Q: For the beam below, take P= 6kN, a=1.5m. Use the Moment-Area Method to solve this problem. A EI=…

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Q: Determine the displacement figure. Take E = 200GPa, I = 300E6 mm4 120 kN.m A 3m 30KN B at D of the…

A: Data given E = 200×103 MPa I = 300×106 mm4 Find: displacement at D

Q: 1.5m 1.5m 2m 10 kN 2m

A:

Q: 3. The magnitude of the force P applied is necessary to cause impending motion of the 40- block up…

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.