Please help me solve with Virtual Work Method Solve for the resultant displacement of jaint B in mmusing vwMBall menbers are Made4mof steel with crossDEsection: O140mmG3m3m3m30K

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Answered: O Solve for the resultant displacement…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Before the load P was applied, a gap, ?0 existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ and the reaction at B (Hint: Use the method of superposition and beam deflections in Appendix A) ?0 (mm)=2.75 δ (mm)=5.5
5-3 Beam AB carries a uniformly distributed load of intensity ωo = 30 N/m as shown in theFigure. The beam is made up of a material with an elastic modulus E = 50 GPa and has asquare cross-section of side 10 mm, both of which are constant along the length of thebeam. Determine the reactions at A and B. (Please use the method of superposition tofind the deflection of beam
a) Compute R1 in Newton. b) Compute R2 in Newton. c) Compute the value of EIy at the midspan of the beam in kN-m^3.
A cantilever beam is 4m long with a EI = 20MNm^2. It has a point load of P=1kN at the free end and a u.d.l of q = 300N/m along its entire length. what is the reaction at A? what is the moment at A? Calculate the following at the free end slope and deflection
A horizontal force of F = {-50i} N is appliedperpendicular to the handle of the pipe wrench. Determinethe moment that this force exerts along the axis OA (z axis)of the pipe assembly. Both the wrench and pipe assembly,OABC, lie in the y-z plane. Suggestion: Use a scalar analysis.
Two steel pipe columns (E=200,000 MPa,A1=2000mm2,A2=1800mm2)support a rigid beam AC that has a 3.6m overhang BC. The beam supports a linearly varying load of maximum intensity w=75K/nm as shownin the figure.Neglect the weight of the beam AC, and assume that the beam is supported on the two columns such that it transmits load to each column as an axial load.Determine the vertical displacementat end C of the beam, in column 1at A and column 2at B. Answer in mm.
The frame is used to support a live load of 1.575 kPa. Thickness of concrete slab is 124.903mm. Weight of concrete is 23.293 kN/m^3. Weight of beam BG,AH,CF,DE is 4.526 kN/m and that of is 5.413 kN/m L=5.918m Width"B" = 1.582m Compute the reaction at point A (kN) at member AD Answer: 71.118 Need solution
For the beam and loading shown, specify (a) the absolute value of the reaction force in B in units |RB| kN, (b) the absolute value of the displacement at the midpoint D of the BC part of the beam in units |yD| mm. Take the P value in the question 15 kN and the W value 34 kN/m. E = 200 GPa and I = 34.4 x 10-6 M4.
Solve for the reactions, the deflection at free-end, and the slope at the midspan. Use E = 200 GPa and I = 50 x 106 mm4 Final Equations with value of C1 and C2 EIy'' = EIy' = EIy = RA: RB: RC: Deflection: Slope:
Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimals
Consider: a beam made of isotropic material, and itscross-section area is A throughout the entire beam.The beam has a Young’s modulus E. The beam isattached to a roller support (the length/size of thissupport is negligible) at x=0.Calculate the total elongation when the beam issubjected to a leftward concentrated force F atx=3L and a rightward force 3F at x=5L.
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!

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O Solve for the resultant displacement of joint using vWM B in mm 180k B all menbers are Made of steel with cross section: O I4omm 4m 3D G A 3m 30KJ