EXERCISE 3.2: A pin-jointed plane truss is pinned at point A and supported on a roller at point E. it carries point loads at point C and D. Using method of virtual work, determine the vertical displacement at joint C. Given the following: O BLA 1500mm? 200 kN/mm? Area of each member

Q: Q2: Determine the vertical displacement of joint (B) of the steel truss shown in figure (2) (use the…

A: A = 500 mm2     = 0.0005 m2  E = 200 x 103 MPa    = 200 x 106 kN/m2

Q: Calculate the internal force in each bar for the roof truss as shown below. For each bar, indicate…

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Q: a-33.8 kN, b-27.2 kNc-4.8m "a" KN D "KN "KN H A-40 x 10 mm² 4 5m 4m A-60 x 10 mm A-40 x 10 mm² "C'm

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Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 24 kN, M = 16…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

Q: The beam is loaded as shown. Find a) deflection at B, b) slope of the segment AB connected to the…

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Q: itegrate your expression for M(x) twice to obtain expressions for slope and deflection respectively.…

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Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: 15 kN 15 kN 25 kN/m A B C E 1.5 m E1.5 m→

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Q: 3. A wide flange section has the following properties: bf = 178.55 mm tw = 9 mm d = 385.41 tf =…

A: A wide flange section has the following properties:   bf = 178.55 mm tw = 9 mm tf = 12.88 mm d =…

Q: = 23.2 kN, b = 37.5 kN, c = 4.1 m, d = 4,9 m, e = 4,6 m a kN cm - kN B H dm TTTT em e m em FIGURE 1

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Q: For the frame below, F = 9.2 kips, a = 6 ft, b = 5 ft, and c = 3 ft. Determine the magnitude of the…

A: Given: The value of F is 9.2 kips. The value of a is 6 ft. The value of b is 5 ft. The value of c is…

Q: For the beam shown below, if a = 2 m, P = 10 kN and El is 7000 kN-m² 1 Compute the deflection at…

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Q: olem 4.7 The truss is made of three A-36 steel members, each having a cross-sectional area o ▼ Part…

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Q: complete solution please thank you

A: We will apply a virtual load Q at point C in horizontal direction.

Q: Problem (5) The simply supported beam AB is used to support the following loadings as shown. Weight…

A: Reactions

Q: K-4) Apply the Stiffness Method to determine the reactions at supports. Draw the internal force…

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Q: Exercise 2: Calculate deflection at B and slope at A.

A: The given question have to be solved by the virtual work method. In the question, the slope at point…

Q: A #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I 70(106) mm².…

A: Slope and displacement at the end C

Q: In Figure I and using Method of Sections, find the force in CD, BC and AC if the load acting at…

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Q: Calculate for the shear force in kN at member HG of the frame shown in figure 1 using Portal Method.…

A: Assumption of portal method. Mid column carry two times the shear force as compare to the outer…

Q: What is degree of static indeterminacy of the frame? * (3 Points) 27 kN+ 21 F 5 m 54 kN - C 21 D 5 m…

A: Given:-  To find:- degree of static indeterminacy of given structure

Q: The loading of the truss is represented below. EA = 50 x 106 N   Question 1. Determine the…

A: Given Data  AE = 50 × 106 N  Determine  1. Vertical displacement of joint-B. 2. Joint-C overall…

Q: A wood beam with a square cross section supports the load as shown. Determine the cross sectional…

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Q: The uniform rectangular panel ABCD has a mass of 40 kg and is hinged at its corners A and B to the…

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Q: A w (kN/m) L ŢŢ B tie rod

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Q: Q 2: A steel rod having a cross-sectional area of 300 mm² and a length of 5.5 m is suspended…

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Q: a 33.8 kN, b 27.2 kN, c-4.8m KN D "KN KN 4m 5m A-40 x 10 mm² A - 60 x 10 mm² C B H K J A-40 x 10³…

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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: ction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of

A: consider above figure for solution  first we will  convert uniformly varying load in to point load…

Q: Determine the vertical displacement of joint A of the truss. Each member has a cross-sectional area…

A: Solution  Given Data Cross-sectional area A=300 mm2 E=200 GPa

Q: Determine the deflection at point D in mm.

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Q: Q2: If the resultant of force and couple M passes through point A find M . B 25° 3.8 m 5 m 30° 1.8…

A: Given that:

Q: 50 kN 100 kN 50 kN E D F 1m A B 2 at 2m = 4m EA = constant - 120 GDa

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Q: Attempts: 1 of 1 used t2 Cut a cross-section through the beam and draw a free body diagram to the…

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Q: Determine the reactions of the beam using Force Method Analysis. Set A is fixed, B is roller and w =…

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Q: B. Refer to the structure below: 1. Isthe structure a truss or frame? Explain. 2. Which among the…

A: Given; The force acting on the member, P = 600 kN

Q: Problem 1: The cantilever truss is loaded as shown. All loads are applied normal to the top chord.…

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Q: A Use the Castigliano's Method for Beams and Frames Determine the slope and the displacement at the…

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Q: A. Determine the axial force on member BC based on real loads. B. Determine the axial force on…

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.