Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Calculate the vertical displacement of the point C in the frame system given in the figure, using the virtual work theorem.
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- Answer 2a pleasearrow_forwardUsing the conjugate-beam method, determine the slope and the deflectionat at points B and D for the beam shown below, E = 200 GPa. Extra points will be added if you also model it using RISA-2D software. Send me the model file, the deflected shape in a PDF file with the deflection values at points B and D, and the slope and deflection at points B and D in a table (PDF file). 37 kN/m Hinge 155 kN C D B 5 m 2.5 m 2.5 m I = 630 X106mm* I = 420 X106mmª 1arrow_forwardHand written work only, pls make little comments so I know why you took that steparrow_forward
- Problem 3 Conjugate Beam Method: For the given beam below, answer the questions. El = constant: P M=Pa B a a (a) Draw the conjugate beam (clearly show the supports of the conjugate beam and mark the important values). (b) Determine the slope angle at point B, 0B, of the real beam using the conjugate beam method. Determine the deflection at point B, Ag, of the real beam using the conjugate beam method.arrow_forwardA beam is subjected to a bending moment, as shown in the figure below, where point B is assumed to be an internal connection, point C is assumed to be a rolling bearing, and the flexural stiffness of the beam section is a constant EI:(a) Use the Conjugate Beam Method to find the slope of point B after deformation.(b) Same as above, try to find the vertical displacement of point D.Tip: The left and right slopes of point B may be differentarrow_forwardSubject: Structural Theory 2 Task: Answer this question in different methods such as Double Integration method, area moment method, conjugate beam method, AND virtual work method.arrow_forward
- Find: Using the Principle of Virtual Work, and with equations for internal bending moment for both the real and virtual systems, calculate the vertical deflection of Point Bof the beam. P C В 0.25L 0.75Larrow_forwardApply the principles of virtual work to solve for: a) The vertical displacement of Node B b) The horizontal displacement of Node B For all truss members, E = 29,000 ksi and A = 4in2arrow_forwardplease answerarrow_forward
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