Please solve the problem having issues finding the reaction forces after breaking up the frame -Q2 (Problem P7.50) Use the virtual work method to determine the horizontal deflection at joE of the shown frame.15 kN/mто3 mG21 D21E21F 21Hinge65IIKN3 mA3 m- -5 mFIG. P7.49, P7.50E = 200 GPaB5 m2 mI = 350 (106) mm4

Problem:Determine the horizontal deflection at joint E of the given frame using the virtual work…

Answered: - Q2 (Problem P7.50) Use the virtual…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter6: Deflections Of Beams: Geometric Methods

Section: Chapter Questions

Problem 34P

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Q3/ For the beam show in fig. Determine the vertical deflection at point D, using virtual work method If I = 300*10^6 mm4 * and E= 200 GPa 150 kN A B D I 21 С I to -3m- -3m -3m -3m
Q1-(Problem P6.54) Use the conjugate-beam method to determine the deflection at point B and the slope at point A of the shown beam. 3 k/ft 70 k FIG. P6.28, P6.54 -24 ft El = constant E = 29,000 ksi I = 5,000 in.4 B 12 ft- C
USE VIRTUAL WORK METHOD Determine the smallest cross-sectional area A for the members of the truss shown, so that the vertical deflection at joint B does not exceed 10 mm Use the method of virtual work.
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- Q2 (Problem P7.50) Use the virtual work method to determine the horizontal deflection at jo E of the shown frame. 15 kN/m то 3 m G 21 D 21 E 21 F 21 Hinge 65 I I KN 3 m A 3 m- -5 m FIG. P7.49, P7.50 E = 200 GPa B 5 m 2 m I = 350 (106) mm4