Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine location of centroidal x and y and the moment
of inertia Ix of the figure shown. Use the Parallel axis theorem. Y = 25, and A = 5
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- Compute the vertical and horizontal component of the deflection at C of the frame in the following figure using the method of virtual force. The direction of uniformly distributed loading is "→". Take E=200GPa, I=240(106)mm4.arrow_forwardProblem 1 Using the slope-deflection equations, determine the end moments of members AB, BC, and CD. EI is constant. 12 k 4 k/ft m A -20 ft- B BC + ·15 ft—8 ft→8 ft- Darrow_forwardFor the beam shown below, use the moment area method and the conjugate beam method to determine the slope at C and the deflection at B. Take E = 200 GPa, I = 70 x 106 mm4, a=7m and w=16kN/m.arrow_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_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_forward2.Find the vertical deflection at point C of the rigid frame shown by the virtual work method. By setting the value E = constant (answer to attach the El value) 30 k 3 k/ft D 21 8ft 21 8 ft 8 ft 16 ft-arrow_forward
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