Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Please solve fully with diagrams as needed and for all parts of the question.
Question:
a) What is deflected shape of the beam?
b) Find dispacement of beam at point B using moment-area method.
c) Find displacement of beam at point B using Castiglianos theorem.
Assume EI is constant for all
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- 2. Determine the slope and deflection at point B of the beam shown by double integration method. -6 ft B 12 ft EI = constant E = I = 800 in.4 10,000 ksi 60 k-ftarrow_forwardProblem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mmarrow_forwardAnswer 2a pleasearrow_forward
- Subject: 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_forwardProblem 5 The cantilever beam shown below is non-prismatic and is loaded with a concentrated load at free end B. Determine: a) the vertical deflection at B, b) the rotation at B (use either double integration or moment area) A is ft I₁ = 6000 in 4 10 ft = 3000 in 4 H 20 B K E=29000 ksiarrow_forwardQI\ Use the conjugate beam method to find the slope at (L/3) and the maximum deflection for the beam shown below. P=180 P=180 ZB C L=15. 3 L=15 3 L=15 3arrow_forward
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