Questions 11-12: Elastic Curve-Slope and DeflectionGiven the beam loaded as shown and the Equations of the Slope and Elastic Curve.E = 200 GPa, 1 = 75 x 10 mm5 kN2 kN/m1.8 m3 m→ X1M(x) = [-5x-x²] kN-mEl=[-2.5x²0.333x³ +31.5] kN-m²Elv(x) = [-0.833x³ -0.0833x +31.5x - 65.25] kN-m³11) Determine the Slope at point B, 0(A) 0.00143 rad (B) -0.00182 rad(C) 0.00177 rad (D) 0.00182 rad12) Determine the Deflection at point B, &(A) - 1.10 mm(B) - 1.76 mm(C) -0.952 mm(D) - 1.94 mmAB

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e beam loaded as shown and the Equations of the SPa, 1= 75 x 10 mm 2 kN/m 1.8 m B 3m →→x1 M(x) = [-5x-x²] kN-m == [-2.5x² – 0.333x³ +31.5] kN-m² Elv(x) = [-0.833x³ -0.0833x* +31.5x - 65.25 Determine the Slope at point B, 0. (A) 0.00143 rad (B) -0.00182 rad (C) 0.00177 rad (D) 0.00182 rad 12) Determine the Deflection at point B, &

e beam loaded as shown and the Equations of the SPa, 1= 75 x 10 mm 2 kN/m 1.8 m B 3m →→x1 M(x) = [-5x-x²] kN-m == [-2.5x² – 0.333x³ +31.5] kN-m² Elv(x) = [-0.833x³ -0.0833x* +31.5x - 65.25 Determine the Slope at point B, 0. (A) 0.00143 rad (B) -0.00182 rad (C) 0.00177 rad (D) 0.00182 rad 12) Determine the Deflection at point B, &

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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