
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:3. A simply supported beam with a total length of 6
meters has a point load and uniformly distributed load
as shown on the figure below. Given E = 2 x 10³
N/mm² and 1= 2000 cm³, calculate the (a) deflection
at c, (b) maximum deflection, and (c) slope at end A.
Use the Double Integration Method.
D
kN/m
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- Calculate the deflection and slope at A and C of the concrete beam in the figure using double integration method. Take E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. please show complete solution.arrow_forwardThere is a beam subject to a uniform force w as shown in the figure below. The E of the entire section is 200 GPa and I is 60x10^6 mm^4. (a) Calculate the reaction force at point c and the vertical displacement at point B (b) If the support point C sinks downward by 0.1m for some reason, calculate the reaction force at point C and the vertical displacement of point B.arrow_forwardFor the loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the cantilever beam, (b) the deflection at the free end, and (c) the slope at the free end. Assume that EI is constant for the beam. Let M0 = 60 kN·m, L = 3.0 m, E = 205 GPa, and I = 145 x 106 mm4.arrow_forward
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