Refer to the figure below and determine the following using Double Integration Method E = 25000 MPa |= 450 x 106 mmª 500 kN 200 kN.m A 1 m 2 m 1.95 m lope of deflection at midspan of the beam .005814 rad 0.05814 rad -0.05814 rad -0.005814 rad Midspan deflection of the beam - 7.46858 mm -7.46858 mm 74.6858 mm -74.6858 mm B

Refer to the figure below and determine the following using Double Integration Method E = 25000 MPa |= 450 x 106 mmª 500 kN 200 kN.m A 1 m 2 m 1.95 m lope of deflection at midspan of the beam .005814 rad 0.05814 rad -0.05814 rad -0.005814 rad Midspan deflection of the beam - 7.46858 mm -7.46858 mm 74.6858 mm -74.6858 mm 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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