Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Using conjugate beam method. If E = 200000MPa, I = 20x10^6mm^4, Compute the slope at right support and Compute the Deflection at D.arrow_forwardCalculate 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_forwardQUESTION 4 A settling analysis is run on a Type 1 suspension in a laboratory column with a port of 1.9m below the suspension surface. The data obtained are shown below. Time (min) TSS (conc,mg/L) 0 220 3 116 5 98 10 75 20 35 40 10 60 2 What is the theoretical removal efficiency in a settling basin for an overflow of 440 m2/m.day?arrow_forward
- For the cantilever steel beam [E = 300 GPa; 1= 129x¹106 mm4] shown in Figure, use the double- integration method to determine the deflection at A. Assume L = 2.5 m, P = 50 kN-m, and wo = 90 kN/m. Barrow_forwardYour answer is incorrect. For the cantilever steel beam [E = 190 GPa; I= 113 x 106 mm4), use the double-integration method to determine the deflection VA at A. Assume L = 2.3 m, P = 51 kN, and w = 28 kN/m. В L Answer: VA = 17.2 or 14.195| mm.arrow_forwardUsing conjugate beam method, for the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Determine the slope at B and deflection at D.arrow_forward
- Using Castigliano’s theorem. For the simply supported beam shown in the figure, determine the slope and deflection at point B.arrow_forwardFor the cantilever steel beam [E = 190 GPa; I = 128 x 106 mm4), use the double-integration method to determine the deflection va at A. Assume L = 1.6 m, P = 45 kN, and w = 32 kN/m. В Answer: VA = mm.arrow_forward
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