Refer to the figure below and determine the following using Double Integration Method E = 315 GPa | = 275 x 10 6 mm4 83 kN A В 2.75 m 2.75 m Slope of deflection at point B of the beam а. 0.01149 rad b. -0.01449 rad С. -0.00001449 rad d. 0.01449 rad . Maximum deflection of the beam а. 53.1376 mm b. -0.00005314 mm C. -53.1376 mm d. 0.00005314 mm

Refer to the figure below and determine the following using Double Integration Method E = 315 GPa | = 275 x 10 6 mm4 83 kN A В 2.75 m 2.75 m Slope of deflection at point B of the beam а. 0.01149 rad b. -0.01449 rad С. -0.00001449 rad d. 0.01449 rad . Maximum deflection of the beam а. 53.1376 mm b. -0.00005314 mm C. -53.1376 mm d. 0.00005314 mm

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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