For the frame shown in Fig.(4), find the rotation at joint b. Use "Unit Load Method". E = 20 10 kN/m² I= 600*10 m for both mambers

Q: A load P is supported by a structure consisting of rigid bar BDF and three identical 15-mm- diameter…

A: Given Data Diameter of rod (d1) = (d2) = (d3) = 15mm  E1 = E2 = E3 = 200 GPa Determine the…

Q: 24 Determine the vertical displacement at joint A, if members AB and BC experience a temperature…

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Q: 100 KN |4 m 6 KN/m 10 KN/m 8 m 8 m 24 m 8 m . solve for the support reactions 2.) using the…

A: Solve for suport reaction and draw SFD and BMD

Q: QI) A beam undergoes shear of V 27 kN, determine the web's shear stress at A and B. Indicate the…

A: At point A and B first moment of inertia is equal hence shear stress at A and B will be same

Q: 1. Determine the vertical displacement of joint A if members AB and BC experience a temperature…

A: The method of virtual work can be used to determine the displacement of joint A in the truss due to…

Q: For the simply supported beam carrying the concentrated load P = 176 N at its midspan, determine the…

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Q: a) use integration method to find the reactions at A and B and the deflection at C

A: Solution of (a) Using integration method to find the reactions at A and B and deflection  at C

Q: Solve for: 1. Maximum W in kN if each leg resist 10.098 kN. 2. If W is 49 kN. what is the force…

A: ##Solution of given problem part1, 2, 3 of mechanics ###3d vector forces##

Q: Determine the reactions at support and the forces acting on each member. By applying 1 unito load…

A:

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

A: Using method of consistent deformation,....drawing of SFD and BMD for BC

Q: 2.1.1.1.1.1.1.2.2.2..2 Answer question No.2 ONLY!

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Q: Both supports are fixed  Replace both 10 KN with 101 KN Solve by least work show complete…

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Q: 50 mm | 4 kN 2 kN -x- h - 2 m –– - 2 m

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Q: A simply supported beam hinged at A and supported at C, is carrying a distributed load and a point…

A: Free body diagram -  Force in the vertical direction -  ∑FY = 0⇒RA + RC - 120 - 15×2 = 0⇒RA + RC =…

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

A:

Q: Determine the reaction at the supports using E Draw the FBD of the beam with the calculated…

A: Given:- E=70 GPa=70×106 KN/m2I=1300000000 mm4=13×10-4 m4

Q: 5.2. Find the critical value of the load P Fig. 5.2 if both ends of the beam are simply supported.…

A: Using Finite differences method Euler's buckling load Pcr = π2EIL2 let L = x Pcr = π2EIx2 x Pcr…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

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Q: Determine the vertical displacement at A (AA) of beam in Fig.3. Assume D is a fixed support, C is an…

A: EI = constantDetermine the vertical displacement at A of the beam using Conjugate beam method.

Q: Determine the bar force of member BD (in kN) of the truss shown if P 18 kN and Q = 90 kN. Use 3…

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Q: A cantilever beam carries a trapezoidal distributed load (see figure). Let wg = 2.7 kN/m, WA = 5.4…

A: Given, Load, WB=2.7 kN/mWA=5.4 kN/m Length L= 3 m Width b=200 mm Depth d= 340 mm

Q: The cantilever beam in the figure is a 3 m long h229 wide flange profile. the isolated load at the…

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Q: 2. Determine all reactions of supports using the slope-deflection method. El is constant. 40kg |20kg…

A: Slope Deflection Method:  The slope-deflection method is used to analyze statically determinate and…

Q: The beam shown in the Figure q2 below is a continuous beam of 2 spans. Determine the reactions at…

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Q: For the simply supported beam carrying the concentrated load P = 223 N at its midspan, determine the…

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Q: The rigid bar BC shown is supported by the steel rod AC of the cross-sectional area of 0.25in^2.…

A: Given: The cross-sectional area of steel rod AC is 0.25 in2. Consider the figure,

Q: Use the Direct Displacement Method (Stiffness Method) to compute all support reactions for the…

A: To compute: Support reactions

Q: Determine the reactions at support and the forces acting on each member. By applying 1 unit load…

A:

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

A: Using method of consistent deformation ### drawing of SFD and BMD#### Assuming EI=1×10^4 KNm^2

Q: Determine the support reaction at D using Conjugate Beam Method. Indicate the negative sign if the…

A: Solution: Given Data; E=200 GPaI=300×106 mm4

Q: I. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I=70(10%)mm*. Use…

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Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

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Q: Determine the reactions of all supports using the force method. El is constant. 50 Kg/m +1.00 m 4.00…

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Q: Knowing that P = 5.4 kN, determine the factor of safety for the structure shown. Use E = 202 GPa and…

A: A) P = 5.4 kN E = 202 GPa To Determine : The factor of safety for the structure ? A problem of…

Q: Determine the vertical displaceme B of joint B of the truss shown in Figure, Note that the only load…

A: Area of both members A  = 600mm2E = 200 GP a = 200 kN/mm2

Q: 4. Analyze the truss completely by method of JOINTS. Make a summary of your answers by creating a…

A: Method of joints: The method of joints is one of the methods which is used to solve the unknown…

Q: USING CONSISTENT DEFORMATION

A: As per consistent deformation method, 1. Rule out the constrain to make it a determinate beam. 2. By…

Q: Solve

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Q: 2.11 The stress function = Ax + Bxy + Cy provides the direct and shear stresses in a thin…

A: The given stress function is,ϕ=Ax2+Bxy+Cy2A,b are,u=2aC-vAEv=2BA-vCE

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.